HomeMy WebLinkAbout42240020 - WWC 20 - Truss Details12
12
4x4
2x4
5
4
1
6
2
7
8
3
B1
0-8-12
-0-8-12
3-11-4
3-11-4
3-11-4Scale = 1:35.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.03 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(TL)-0.04 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.06 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=85/ Mechanical, (min. 0-1-8), 4=42/ Mechanical, (min. 0-1-8),
5=182/0-6-0, (min. 0-1-8)
Max Horiz5=169 (LC 16)
Max Uplift3=-132 (LC 16), 4=-17 (LC 16)
Max Grav3=126 (LC 30), 4=72 (LC 7), 5=208 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 3-10-8 zone; cantilever left and right exposed ; end vertical left andright 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 17 lb uplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J01 16 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:57 Page: 1
ID:BO1ngbHsArFjZj8ipzw1Z_yJugQ-fKbmoQ_IRFZhG5MNqlvrqPKYbvT19JjuMNHDzoyHeJe
12
12
3x4
2x4 1.5x4
3x4
=4x487
1
9 6 5
2
3
10
4
B1
B3
1-11-0
0-8-12
-0-8-12
1-7-0
3-11-4
2-4-4
2-4-4
1-5-4
3-11-4
2-6-0
2-6-0
Scale = 1:36.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.03 7 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.26 Vert(TL)-0.03 7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.03 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)4=69/ Mechanical, (min. 0-1-8), 5=58/ Mechanical, (min. 0-1-8),
8=182/0-6-0, (min. 0-1-8)
Max Horiz8=169 (LC 16)
Max Uplift4=-84 (LC 16), 5=-65 (LC 16)
Max Grav4=97 (LC 30), 5=83 (LC 30), 8=208 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-8-12 to 2-3-0, Interior (1) 2-3-0 to 3-10-8 zone; cantilever left and right exposed ; end vertical left andright 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 4 and 65 lbuplift at joint 5.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J02 2 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:0YO2weMdmh0sHecsAD0RpFyJugK-7X88?m?wBZhYtFxZOSQ4NctnEIpbumz1b10mVEyHeJd
12
12
4x4
2x4
5
4
1
2
6
7
3
B1
0-8-12
-0-8-12
3-9-12
3-9-12
3-9-12Scale = 1:35.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.03 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.27 Vert(TL)-0.03 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.05 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=82/ Mechanical, (min. 0-1-8), 4=41/ Mechanical, (min. 0-1-8),
5=177/0-6-0, (min. 0-1-8)
Max Horiz5=164 (LC 16)
Max Uplift3=-128 (LC 16), 4=-17 (LC 16)
Max Grav3=122 (LC 30), 4=70 (LC 7), 5=203 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 3-9-0 zone; cantilever left and right exposed; end vertical 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 17 lb uplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J03 13 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:_MFeSeErFJYtOTyflHInbxyJudv-7X88?m?wBZhYtFxZOSQ4NctjeIpQumz1b10mVEyHeJd
12
12
3x4
3x4
1.5x4
3x4
=3x487
1 65
2
9
3
4
B1
B3
2-11-0
0-8-12
-0-8-12
0-5-8
3-9-12
3-4-4
3-4-4
0-3-12
3-9-12
3-6-0
3-6-0
Scale = 1:36.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.01 7-8 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(TL)-0.01 7-8 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.04 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)4=4/ Mechanical, (min. 0-1-8), 5=118/ Mechanical, (min. 0-1-8),
8=177/0-6-0, (min. 0-1-8)
Max Horiz8=164 (LC 16)
Max Uplift4=-15 (LC 14), 5=-207 (LC 16)
Max Grav4=62 (LC 16), 5=189 (LC 30), 8=203 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 3-9-0 zone; cantilever left exposed ; end vertical left 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 207 lb uplift at joint 5.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J04 2 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:KK2XVLI_4rA9UEqcXquyI_yJudq-7X88?m?wBZhYtFxZOSQ4NctmdIpGumz1b10mVEyHeJd
12
12
3x4
3x4
5
4
1
2
6
3
B1
0-8-12
-0-8-12
2-8-3
2-8-3
2-8-3Scale = 1:32
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)0.01 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(TL)-0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=54/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8),
5=140/0-6-0, (min. 0-1-8)
Max Horiz5=117 (LC 16)
Max Uplift3=-94 (LC 16), 4=-19 (LC 16)
Max Grav3=84 (LC 30), 4=47 (LC 7), 5=161 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 2-7-7 zone; cantilever left and right exposed; end vertical 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 19 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J05 1 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:hZOr7tZnvcx17dWrqRH6BdyJudU-7X88?m?wBZhYtFxZOSQ4Nctm_Ir9umz1b10mVEyHeJd
12
12
2x4
2x4
5
4
1
2
3
B1
0-8-12
-0-8-12
1-6-3
1-6-3
1-6-3
Scale = 1:28.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.08 Vert(TL)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=23/ Mechanical, (min. 0-1-8), 4=11/ Mechanical, (min. 0-1-8),
5=107/0-6-0, (min. 0-1-8)
Max Horiz5=72 (LC 16)
Max Uplift3=-59 (LC 16), 4=-22 (LC 16)
Max Grav3=43 (LC 30), 4=30 (LC 14), 5=124 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 4 and 59 lbuplift at joint 3.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J06 1 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:dxVcYZb2QDBlMwgDxsKaG2yJudS-7X88?m?wBZhYtFxZOSQ4NctnYIsPumz1b10mVEyHeJd
6.05
12
3x4
3x5
3x4
4x6
=5x68
12 13 14
7
1
2
6 5
9
10
11
3
4
B1
B3
6-1-13
1-5-6
-1-5-6
0-9-3
7-4-4
6-7-1
6-7-1
0-0-10
0-0-10
0-7-7
7-4-4
6-8-2
6-8-13
Scale = 1:36.1
Plate Offsets (X, Y): [3:0-2-15,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)0.07 7-8 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(TL)-0.15 7-8 >557 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.07 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=31/ Mechanical, (min. 0-1-8), 5=275/ Mechanical, (min. 0-1-8), 8=251/0-10-10, (min. 0-1-8)
Max Horiz8=150 (LC 12)
Max Uplift4=-60 (LC 30), 5=-281 (LC 12), 8=-130 (LC 16)
Max Grav4=147 (LC 11), 5=360 (LC 44), 8=288 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-252/157
BOT CHORD 3-6=-244/290
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 8, 60 lb uplift at joint 4 and 281 lb uplift at joint 5.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)77 lb down and 65 lb up at 3-0-15, and 119 lb down and 83 lb up at 3-9-1,
and 98 lb down and 108 lb up at 5-4-12 on top chord, and 23 lb down and 30 lb up at 3-0-15, and 15lb down and 7 lb up at 3-9-1, and 26 lb down and33 lb up at 5-4-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51
Concentrated Loads (lb)
Vert: 12=0, 13=-1, 14=-3
Trapezoidal Loads (lb/ft)
Vert: 2=-2 (F=24, B=24)-to-9=-39 (F=6, B=6), 9=-39 (F=6, B=6)-to-10=-48 (F=1, B=1), 10=-48 (F=1, B=1)-to-11=-69 (F=-9, B=-9),11=-69 (F=-9, B=-9)-to-3=-84 (F=-16, B=-16), 3=-84 (F=-16, B=-16)-to-4=-93 (F=-21, B=-21), 8=0 (F=10, B=10)-to-12=-15 (F=2, B=2),12=-15 (F=2, B=2)-to-13=-19 (F=1, B=1), 13=-19 (F=1,
B=1)-to-14=-27 (F=-4, B=-4), 14=-27 (F=-4, B=-4)-to-7=-33 (F=-7, B=-7), 6=-33 (F=-7, B=-7)-to-5=-37 (F=-8, B=-8)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J07 1 11904508-12T Diagonal Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 1
ID:wZygamt5nbDLFcVqLvlCE6yJud4-7X88?m?wBZhYtFxZOSQ4NctkkIkyumz1b10mVEyHeJd
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J07 1 11904508-12T Diagonal Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:58 Page: 2
ID:wZygamt5nbDLFcVqLvlCE6yJud4-7X88?m?wBZhYtFxZOSQ4NctkkIkyumz1b10mVEyHeJd
7
12
3x4
2x4
5
4
1
2
6
7
3
B1
1-2-12
-1-2-12
3-4-4
3-4-4
3-4-4Scale = 1:29.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)0.01 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(TL)-0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.02 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=65/ Mechanical, (min. 0-1-8), 4=31/ Mechanical, (min. 0-1-8),
5=196/0-6-0, (min. 0-1-8)
Max Horiz5=90 (LC 16)
Max Uplift3=-66 (LC 16), 5=-19 (LC 16)
Max Grav3=88 (LC 30), 4=59 (LC 7), 5=226 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 3-3-8 zone; cantilever left and right exposed; end vertical 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5 and 66 lbuplift at joint 3.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J08 1 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:_Aqw94srFzzd?JLSEUjk9hyJud6-bjiWD60ZytpPVPVmyAxJvqPyhiCAdDDBqhmK1hyHeJc
6.66
12
1.5x4
1.5x4
1
5
4
2
3
B1
1-0-15
-1-0-15
1-8-10
1-8-10
1-8-10
Scale = 1:25.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=6/ Mechanical, (min. 0-1-8), 4=2/ Mechanical, (min. 0-1-8),
5=104/0-3-8, (min. 0-1-8)
Max Horiz5=50 (LC 16)
Max Uplift3=-37 (LC 16), 4=-17 (LC 11), 5=-28 (LC 16)
Max Grav3=30 (LC 8), 4=20 (LC 7), 5=148 (LC 18)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 28 lb uplift at joint 5 and 17 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51
Trapezoidal Loads (lb/ft)
Vert: 2=-4 (F=24, B=24)-to-3=-42 (F=4, B=4), 5=0 (F=10, B=10)-to-4=-17 (F=2, B=2)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J09 1 11904508-12T Jack-Open Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:puKTDyTyjRSCj4u?6AyPCdyJuPP-bjiWD60ZytpPVPVmyAxJvqPySiDGdDDBqhmK1hyHeJc
8
12
1.5x4
1.5x4
1.5x4
1.5x4
5 4
1
2
3
B1
0-10-12
-0-10-12
1-6-0
1-6-0
0-1-8
1-6-0
1-4-8
1-4-8
Scale = 1:28.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)4=20/ Mechanical, (min. 0-1-8), 5=118/0-4-0, (min. 0-1-8)
Max Horiz5=47 (LC 16)
Max Uplift4=-34 (LC 16), 5=-10 (LC 16)
Max Grav4=29 (LC 30), 5=146 (LC 22)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left exposed ; end vertical left exposed; porch 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5 and 34 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J10 4 11904508-12T Jack-Closed Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:pivkwO4xi6uyLwIobNNMmNyJuOc-bjiWD60ZytpPVPVmyAxJvqPz4iDadDDBqhmK1hyHeJc
7
12
2x4
2x4
5
4
1
2
6
3
B1
1-2-12
-1-2-12
2-4-8
2-4-8
2-4-8
Scale = 1:27.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=37/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8),
5=169/0-6-0, (min. 0-1-8)
Max Horiz5=67 (LC 16)
Max Uplift3=-46 (LC 16), 4=-2 (LC 16), 5=-20 (LC 16)
Max Grav3=54 (LC 30), 4=39 (LC 7), 5=195 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 2-3-12 zone; cantilever left and right exposed ; end vertical left andright 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 46 lb uplift at joint 3 and 2 lb uplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J11 8 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:i0C6vOYnlngZumC6qM2GJOyJuO0-bjiWD60ZytpPVPVmyAxJvqPyIiCndDDBqhmK1hyHeJc
6.05
12
2x4
2x4
1
5
4
2
6 3
B1
1-8-1
-1-8-1
2-5-2
2-5-2
0-0-3
0-0-3
2-4-14
2-5-2
Scale = 1:28.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=-3/ Mechanical, (min. 0-1-8), 4=-2/ Mechanical, (min. 0-1-8),
5=148/0-3-8, (min. 0-1-8)
Max Horiz5=70 (LC 16)
Max Uplift3=-58 (LC 16), 4=-11 (LC 18), 5=-54 (LC 16)
Max Grav3=40 (LC 8), 4=25 (LC 7), 5=219 (LC 18)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 5, 58 lb uplift at joint 3 and 11 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51
Trapezoidal Loads (lb/ft)
Vert: 2=-2 (F=24, B=24)-to-6=-26 (F=12, B=12), 6=-26 (F=12, B=12)-to-3=-31 (F=10, B=10), 5=0 (F=10, B=10)-to-4=-12 (F=4, B=4)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J12 2 11904508-12T Jack-Open Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:q3YtmS6GhDbv1_I84kOIjJyJuNH-bjiWD60ZytpPVPVmyAxJvqPwoiCJdDDBqhmK1hyHeJc
3.79
12
=4x4
3x6
3
1
2
B1
HW1
2-5-9
0-0-2
0-0-2
2-5-7
2-5-9
Scale = 1:24.9
Plate Offsets (X, Y): [1:Edge,0-1-15], [1:0-1-14,0-6-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)0.00 6 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)0.00 3-6 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 2 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEDGE Left: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=17/0-6-1, (min. 0-1-8), 2=22/ Mechanical, (min. 0-1-8), 3=13/ Mechanical, (min. 0-1-8)
Max Horiz1=39 (LC 10)
Max Uplift1=-45 (LC 10), 2=-38 (LC 10), 3=-11 (LC 10)
Max Grav1=34 (LC 7), 2=25 (LC 2), 3=28 (LC 7)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone;
cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 2, 11 lb uplift at joint 3 and 45 lbuplift at joint 1.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Trapezoidal Loads (lb/ft)
Vert: 1=0 (F=25, B=25)-to-5=-12 (F=19, B=19), 5=-12 (F=19, B=19)-to-2=-31 (F=10, B=10), 4=0 (F=10, B=10)-to-6=-5 (F=8, B=8), 6=-5 (F=8, B=8)-to-3=-12 (F=4, B=4)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J13 1 11904508-12T Jack-Open Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:uDUzUPVK82dMtvkIySzo03yJuMn-bjiWD60ZytpPVPVmyAxJvqP_BiDGdDDBqhmK1hyHeJc
7
12
2x4
3x4
5
4
1
2
6
7
3
B1
1-2-12
-1-2-12
3-1-0
3-1-0
3-1-0Scale = 1:29
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)0.01 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(TL)0.01 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=58/ Mechanical, (min. 0-1-8), 4=27/ Mechanical, (min. 0-1-8),
5=188/0-4-0, (min. 0-1-8)
Max Horiz5=84 (LC 16)
Max Uplift3=-61 (LC 16), 4=-21 (LC 13), 5=-19 (LC 16)
Max Grav3=78 (LC 30), 4=53 (LC 7), 5=217 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 3-0-4 zone; cantilever left exposed ; end vertical left exposed; porchleft 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5, 61 lb uplift at joint 3 and 21 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J14 9 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:57:59 Page: 1
ID:3ti_wn2ZYtIzmpgx4PHLKYyJuM4-bjiWD60ZytpPVPVmyAxJvqPyhiCAdDDBqhmK1hyHeJc
7
12
1.5x4
2x4
5
4
1
2
3
B1
0-11-15
0-11-15
1-2-12
-1-2-12
0-11-15
Scale = 1:26.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 5 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 0-11-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=-25/ Mechanical, (min. 0-1-8), 4=-3/ Mechanical, (min.
0-1-8), 5=157/0-4-0, (min. 0-1-8)
Max Horiz5=44 (LC 13)
Max Uplift3=-64 (LC 22), 4=-21 (LC 13), 5=-28 (LC 16)
Max Grav3=8 (LC 12), 4=12 (LC 7), 5=221 (LC 22)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left exposed ; end vertical left exposed; porch 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 21 lb uplift at joint 4 and 64 lbuplift at joint 3.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J15 4 11904508-12T Jack-Open Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:00 Page: 1
ID:TeOg6rts5RITQT7T6V6EMfyHfJ2-4vGvQS1BjAxG7Z4yVtSYS1y726ZfMgSK2LVtZ7yHeJb
4.95
12
3x4
3x4
5
8 4
1
2
6
7
3
B1
1-8-14
-1-8-14
4-2-13
4-2-13
4-2-13
Scale = 1:28.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)0.03 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(TL)0.04 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.04 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)3=13/ Mechanical, (min. 0-1-8), 4=6/ Mechanical, (min. 0-1-8),
5=101/0-5-4, (min. 0-1-8)
Max Horiz5=89 (LC 16)
Max Uplift3=-115 (LC 16), 4=-49 (LC 11), 5=-189 (LC 16)
Max Grav3=27 (LC 44), 4=47 (LC 7), 5=159 (LC 18)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 5, 115 lb uplift at joint 3 and 49 lb uplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)46 lb down and 114 lb upat 1-5-15, and 46 lb down and 114 lb up at
1-5-15 on top chord, and 13 lb down and 23 lb up at 1-5-15, and 13 lb down and 23 lb up at 1-5-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51
Concentrated Loads (lb)
Vert: 6=75, 8=3
Trapezoidal Loads (lb/ft)
Vert: 2=-1 (F=25, B=25)-to-6=-13 (F=19, B=19), 6=-13 (F=19, B=19)-to-7=-24 (F=13, B=13), 7=-24 (F=13, B=13)-to-3=-36 (F=7, B=7), 5=0 (F=10, B=10)-to-8=-5
(F=8, B=8), 8=-5 (F=8, B=8)-to-4=-14 (F=3, B=3)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
J16 2 11904508-12T Diagonal Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:00 Page: 1
ID:48DPVbFDY5RZJQUCaT4KW7yJuLp-4vGvQS1BjAxG7Z4yVtSYS1y2N6W_MgSK2LVtZ7yHeJb
7
12
=3x4
=3x4
=3x4
600.00 lb
51
2 4
3
B1
0-9-12
0-9-12
0-9-12
5-0-0
1-8-4
2-6-0
1-8-4
4-2-4
3-4-9
Scale = 1:24.6
Plate Offsets (X, Y): [3:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS All bearings 3-4-9.
(lb) -Max Horiz2=-34 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) 2 except 4=-169 (LC 17)
Max GravAll reactions 250 (lb) or less at joint(s) 2 except 4=855 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 4-0-0 oc.9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 2 except (jt=lb) 4=169, 4=169.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)687 lb down and 178 lb up at 4-5-0 on top chord.The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-51, 3-5=-51, 6-9=-20, 10-12=20
Concentrated Loads (lb)
Vert: 4=-600
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
P01 16 11904508-12T Piggyback Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:00 Page: 1
ID:dTWagqvDki9LiEIUTg1wRXyJuIN-4vGvQS1BjAxG7Z4yVtSYS1y9U6Z7MgSK2LVtZ7yHeJb
12
12
=2x4 1.5x4
1.5x4
=3x4
1.5x4
1.5x4
=2x4
71
9 8
62
3 5
4
B1
0-6-9
0-6-9
0-6-9
8-0-8
3-5-11
7-5-15
3-5-11
4-0-4
6-11-6Scale = 1:32.4
Plate Offsets (X, Y): [2:0-2-6,0-1-0], [4:0-2-0,Edge], [6:0-2-6,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 6 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 26 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 6-11-6.
(lb) -Max Horiz2=-100 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) except 8=-133 (LC 17),
9=-133 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 8, 9, 2, 6
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-2-10 to 3-0-4, Interior (1) 3-0-4 to 4-0-8, Exterior (2) 4-0-8 to 7-6-3, Interior (1) 7-6-3 to 7-10-6 zone; cantilever left and rightexposed ; end vertical left and right
exposed;C-C for members and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
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 liveloads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 9 and 132 lb uplift at joint 8.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
P02 1 11904508-12T Piggyback Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:00 Page: 1
ID:Sdtrwt__KYvVQ9leqx8KhnyJuIH-4vGvQS1BjAxG7Z4yVtSYS1y8I6YtMggK2LVtZ7yHeJb
12
12
=3x4
=4x4
1.5x4 =3x4
51
6
42
1413
3
B1
0-6-9
0-6-9
0-6-9
8-0-8
3-5-11
7-5-15
3-5-11
4-0-4
6-11-6Scale = 1:32.4
Plate Offsets (X, Y): [2:0-2-6,0-1-8], [4:0-2-6,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 6-11-6.
(lb) -Max Horiz2=100 (LC 15)
Max UpliftAll uplift 100 (lb) or less at joint(s) 2, 4
Max GravAll reactions 250 (lb) or less at joint(s) 6, 2, 4
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-2-10 to 3-2-10, Interior (1) 3-2-10 to 4-0-8, Exterior (2) 4-0-8 to 7-6-3, Interior(1) 7-6-3 to 7-10-6 zone; cantilever left and right exposed ; end verticalleft and
right exposed;C-C for members and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 2, 4.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
P03 4 11904508-12T Piggyback Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:01 Page: 1
ID:sCZ_Zv0scTH3HdUDV3h1IQyJuIE-Y6qHen1pUU36kif83b_n?FVIxWs?57PUH?FQ6ZyHeJa
12
12
=2x4
=4x4
1.5x4 =2x4
51
6
42
1413
3
B1
0-6-9
0-6-9
0-6-9
8-0-8
3-5-11
7-5-15
3-5-11
4-0-4
6-11-6Scale = 1:32.4
Plate Offsets (X, Y): [2:0-2-6,0-1-0], [4:0-2-6,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.01 Horiz(TL)0.00 2 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 49 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 6-11-6.
(lb) -Max Horiz2=-100 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) 2, 4
Max GravAll reactions 250 (lb) or less at joint(s) 6, 2, 4
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 -1 row at 0-9-0 oc.
Bottom chords connected with 10d (0.131"x3") nails 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) facein 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-2-10 to 3-2-10, Interior (1) 3-2-10 to 4-0-8, Exterior (2) 4-0-8 to 7-6-3, Interior(1) 7-6-3 to 7-10-6 zone; cantilever left and right exposed ; end verticalleft and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal tothe face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
6)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
7)Unbalanced snow loads have been considered for this design.
8)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
9)Gable requires continuous bottom chord bearing.
10)Gable studs spaced at 4-0-0 oc.
11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 2, 4.
13)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
P04 1 21904508-12T Piggyback Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:01 Page: 1
ID:aOhBD8LoGlhE0m2PaEgNu6yJuHp-Y6qHen1pUU36kif83b_n?FVJ1WtF57ZUH?FQ6ZyHeJa
MT18HS 3x10
=6x6
=8x10
2x4
3x5 =6x6
=4x10
=4x8 =4x4
=4x4 =4x8
=4x4
=4x4
=8x8
2x4 =4x4
=5x6
=4x8 =5x6
=6x6
=6x6
MT18HS 3x10
20
41 42 19 43 18 44 17 45 4616 47 48 15 49 50 14 51 5213 53 54
12
22
39 4021
1 23 242 25 26 3 27 28 4 29 5 306 31 32 7 33 34 8 9 35 3610 37 38 11
T1 T3T2
B1
B3 B5B4
3-7-123-7-12 4-6-48-2-0 4-8-012-10-0 4-8-022-2-0 4-8-031-6-04-8-017-6-0 4-8-026-10-0 4-8-036-2-0
3-6-03-6-0 4-8-031-6-04-8-022-2-04-8-012-10-0 4-8-017-6-0 4-8-026-10-04-8-08-2-0 4-8-036-2-0
Scale = 1:63.5
Plate Offsets (X, Y): [15:0-4-0,0-4-8], [21:0-3-0,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)0.39 15-16 >999 240 MT18HS 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.80 Vert(TL)-0.46 15-16 >928 180 MT20 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.90 Horiz(TL)0.09 12 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 227 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W2,W4,W8,W7:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing.
WEBS 1 Row at midpt 11-12, 11-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=1889/ Mechanical, (min. 0-1-8), 22=1893/ Mechanical,
(min. 0-1-8)
Max Uplift12=-1488 (LC 8), 22=-1489 (LC 8)
Max Grav12=2005 (LC 2), 22=2004 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-1879/1403, 1-23=-1778/1327, 23-24=-1778/1327, 2-24=-1778/1327, 2-25=-1775/1326, 25-26=-1775/1326,
3-26=-1775/1326, 3-27=-3664/2721, 27-28=-3664/2721, 4-28=-3664/2721, 4-29=-4001/2969, 5-29=-4001/2969,
5-30=-4001/2969, 6-30=-4001/2969, 6-31=-3796/2819, 31-32=-3796/2819, 7-32=-3796/2819, 7-33=-3796/2819, 33-34=-3796/2819, 8-34=-3796/2819, 8-9=-3062/2273, 9-35=-3062/2273, 35-36=-3062/2273, 10-36=-3062/2273, 10-37=-1790/1328, 37-38=-1790/1328, 11-38=-1790/1328, 11-12=-1933/1474
BOT CHORD 2-21=-290/264, 20-41=-188/264, 41-42=-188/264, 19-42=-188/264, 19-43=-2083/2801, 18-43=-2083/2801,
18-44=-2083/2801, 17-44=-2083/2801, 17-45=-2721/3664, 45-46=-2721/3664, 16-46=-2721/3664, 16-47=-2969/4001,
47-48=-2969/4001, 15-48=-2969/4001, 15-49=-2273/3062, 49-50=-2273/3062, 14-50=-2273/3062, 14-51=-1328/1790, 51-52=-1328/1790, 13-52=-1328/1790WEBS1-21=-1858/2490, 19-21=-1941/2599, 11-13=-1861/2509, 3-19=-431/428, 3-21=-1299/959, 3-17=-888/1200, 4-17=-683/603, 4-16=-345/468, 6-15=-284/209, 7-15=-369/376, 8-15=-759/1022, 8-14=-1078/897, 10-14=-1315/1769, 10-13=-1624/1313
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber
DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
3)Unbalanced snow loads have been considered for this design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Refer to girder(s) for truss to truss connections.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1489 lb uplift at joint 22 and 1488 lb uplift at joint 12.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T01 1 11904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:04 Page: 1
ID:AM3vkkjFyHbrFXwMuFkeffyJuHK-0IOfr72RFoBzMsELdIV0XS1Mgw24qMvdWf__e0yHeJZ
Continued on page 2
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 lb down and 74 lb upat 1-1-4, 101 lb down and 75 lb up at 3-1-4, 121
lb down and 123 lb up at 5-1-4, 121 lb down and 123 lb up at 7-1-4, 121 lb down and 123 lb up at 9-1-4, 121 lb down and 123 lb up at 11-1-4, 121 lb down and 123 lb up at 13-1-4, 121 lb down and 123 lb up at 15-1-4, 121 lb down and 123 lb up at 17-1-4, 121 lb down and 123 lb up at 19-1-4, 121lb down and 123 lb up at21-1-4, 121 lb down and 123 lb up at 23-1-4, 121 lb down and 123 lb up at 25-1-4, 121 lb down and 123 lb up at 27-1-4, 121 lb down and 123 lb up at 29-1-4, 121 lb down and 123 lb up at 31-1-4, and 121 lb down and 123 lb up at 33-1-4, and 120 lb down and 123 lb up at 35-1-4 on top chord, and 62 lb down and 84 lb up at 1-1-4, 62 lb down and 85 lb up at 3-1-4, 42 lb down and 37 lb up at 5-1-4, 42 lb down and 37 lb up at 7-1-4, 42 lb down and 37 lb upat 9-1-4, 42 lb down and 37 lb up at 11-1-4, 42lb down and 37 lb up at 13-1-4, 42 lb down and 37 lb up at 15-1-4, 42 lb down and 37 lb up at 17-1-4, 42 lb down and 37 lbup at 19-1-4, 42 lb down and 37 lb up at 21-1-4, 42 lb down and 37 lb upat 23-1-4, 42 lb down and 37 lb up at 25-1-4, 42 lb down and 37 lb up at 27-1-4, 42 lb down and 37 lb up at 29-1-4, 42 lbdown and 37 lb up at 31-1-4, and 42 lb down and
37 lb up at 33-1-4, and 43 lb down and 36 lb up at 35-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-11=-61, 21-22=-20, 12-20=-20
Concentrated Loads (lb)
Vert: 17=-22, 4=-26, 8=-26, 14=-22, 23=-14, 24=-14, 25=-26, 26=-26, 27=-26, 28=-26, 29=-26, 30=-26, 31=-26, 32=-26, 33=-26, 34=-26, 35=-26, 36=-26,
37=-26, 38=-29, 39=-38, 40=-38, 41=-22, 42=-22, 43=-22, 44=-22, 45=-22, 46=-22, 47=-22, 48=-22, 49=-22, 50=-22, 51=-22, 52=-22, 53=-22, 54=-23
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T01 1 11904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:04 Page: 2
ID:AM3vkkjFyHbrFXwMuFkeffyJuHK-0IOfr72RFoBzMsELdIV0XS1Mgw24qMvdWf__e0yHeJZ
712
3x4
4x6
=6x8
2x4
2x4 =3x8
=MT18HS 5x12
=4x6
=3x4
=3x6
=3x6
=4x8
1.5x4
=3x6
=6x6
=3x4
3x5
=5x6
5x6
3x4
18 17 16 15 14 13 12 11 10
92019
27261218
2
4 5 623 24 2522 73T2T3
B1
B3 B3B4
2-2-45-10-03-7-123-7-12 5-0-430-10-4 5-3-1236-2-06-7-712-5-7 6-7-725-10-06-9-319-2-9
2-2-45-8-43-6-03-6-0 4-10-830-10-4 5-3-1236-2-06-9-312-5-7 6-9-325-11-126-9-319-2-9
Scale = 1:71.9
Plate Offsets (X, Y): [3:0-6-0,0-0-9], [17:0-3-8,0-1-8], [19:0-2-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.14 14-16 >999 240 MT18HS 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(TL)-0.32 12-14 >999 180 MT20 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.08 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 185 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W6:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 18-19.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)10=1357/ Mechanical, (min. 0-1-8), 20=1383/ Mechanical,
(min. 0-1-8)
Max Horiz20=-206 (LC 12)
Max Uplift10=-131 (LC 17), 20=-134 (LC 13)
Max Grav10=1445 (LC 38), 20=1571 (LC 37)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-1346/224, 2-21=-1317/242, 2-3=-1271/298, 3-22=-2201/389, 22-23=-2203/389, 4-23=-2206/389, 4-5=-2393/418, 5-6=-2393/418, 6-24=-2396/419, 24-25=-2393/419, 7-25=-2393/420, 7-8=-2085/372, 8-26=-1981/324, 26-27=-1992/310, 9-27=-2035/306, 9-10=-1387/247, 1-20=-1525/256
BOT CHORD 2-19=-252/129, 16-17=-200/1236, 15-16=-293/2203, 14-15=-293/2203, 13-14=-168/1788, 12-13=-168/1788,
11-12=-228/1723
WEBS 17-19=-191/1313, 3-19=-268/188, 3-17=-462/155, 3-16=-238/1380, 7-14=-219/863, 7-12=-31/352, 8-12=-368/163,
9-11=-185/1624, 1-19=-191/1378, 4-16=-849/252, 4-14=-63/281, 6-14=-668/211
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 4-7-12 to 8-0-14, Interior (1) 8-0-14 to 10-4-0, Exterior (2) 10-4-0 to 15-5-6, Interior (1) 15-5-6 to 30-4-0,Exterior (2) 30-4-0 to 35-4-4, Interior (1) 35-4-4 to 40-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 20 and 131lb uplift at joint 10.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T02 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:05 Page: 1
ID:rKxQFPiEX3lBQzNDZsZPPqyJu70-Qt4oT94JYjZYDKzvIQ2j95foX77b1kM3CdDeFKyHeJW
712
3x4
4x6
=6x8
2x4
2x4 =4x4
=5x12
=4x8
1.5x4
=3x6 =3x6
=6x6
=3x4
3x5
=5x6
3x6
4x6
=3x4
16 15 14 13 12 11 10 9
81817
272617
19 6
2 2520
4 23222421 53T2
B1
B3 B5B4
3-7-123-7-12 6-6-1422-4-145-7-69-3-2 6-6-1415-10-0 7-0-536-2-06-8-1329-1-11
3-6-03-6-0 5-7-69-1-6 6-7-129-1-116-8-1015-10-0 6-8-1022-6-10 7-0-536-2-0
Scale = 1:71.9
Plate Offsets (X, Y): [3:0-6-0,0-0-9], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [17:0-2-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.08 10-11 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.54 Vert(TL)-0.23 11-14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.69 Horiz(TL)0.07 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 192 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W4,W9,W11,W10,W1,W2:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-17, 3-15, 4-14, 5-14, 6-11
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)9=1327/ Mechanical, (min. 0-1-8), 18=1344/ Mechanical, (min.
0-1-8)
Max Horiz18=-258 (LC 12)
Max Uplift9=-164 (LC 17), 18=-115 (LC 16)
Max Grav9=1525 (LC 38), 18=1524 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-1283/222, 2-19=-1143/237, 2-20=-1362/336, 3-20=-1223/366, 3-21=-1621/379, 21-22=-1621/379, 4-22=-1624/379, 4-23=-1624/379, 23-24=-1622/379, 5-24=-1621/380, 5-25=-1639/367, 6-25=-1766/331, 6-7=-1978/323, 7-26=-2096/304, 26-27=-2113/300, 8-27=-2206/298, 8-9=-1455/248, 1-18=-1473/244
BOT CHORD 2-17=-475/233, 14-15=-145/1177, 13-14=-107/1420, 12-13=-107/1420, 11-12=-107/1420, 10-11=-208/1825
WEBS 15-17=-143/1114, 3-17=-371/194, 3-14=-175/738, 4-14=-723/227, 5-14=-189/334, 5-11=-55/483, 6-11=-587/221, 8-10=-152/1606, 1-17=-195/1290
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 4-7-12 to 8-0-14, Interior (1) 8-0-14 to 13-9-2, Exterior (2) 13-9-2 to 18-10-8, Interior (1) 18-10-8 to 26-10-14, Exterior (2) 26-10-14 to 32-0-4, Interior (1)32-0-4 to 40-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 18 and 164lb uplift at joint 9.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T03 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:05 Page: 1
ID:gIuzDvP?6ax6mjEAOK5nDsyJu67-Qt4oT94JYjZYDKzvIQ2j95fp678r1mx3CdDeFKyHeJW
712
3x4
4x6
=5x12
2x4
2x4 =4x4
3x10
=3x4
=6x6
=3x6
=5x6
=3x8 =3x6
3x5
=3x4
3x5
=6x6
3x6
4x6
=3x4
18 17 16 15 14 13 12 11 10
92019
8291
72821
2
22
627233
4 24 2526 5T2
B1
B3 B3B4
3-7-123-7-12 4-5-68-1-2 4-7-212-8-5 6-3-718-11-11 5-7-1030-4-105-9-624-9-1 5-9-636-2-0
3-6-03-6-0 4-5-612-6-94-7-28-1-2 5-7-1024-9-1 5-7-1030-4-10 5-9-636-2-06-6-1519-1-7
Scale = 1:71.9
Plate Offsets (X, Y): [10:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.09 12 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(TL)-0.23 14-16 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.77 Horiz(TL)0.07 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 210 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W14,W1,W2,W3,W11,W12,W13:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-19, 3-16, 4-16, 6-14, 3-17
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)10=1297/ Mechanical, (min. 0-1-8), 20=1305/ Mechanical,
(min. 0-1-8)
Max Horiz20=-311 (LC 12)
Max Uplift10=-191 (LC 17), 20=-149 (LC 16)
Max Grav10=1588 (LC 38), 20=1679 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-1430/211, 2-21=-1323/223, 2-22=-1472/296, 22-23=-1290/307, 3-23=-1287/310, 3-4=-1535/359, 4-24=-1361/362, 24-25=-1361/362, 25-26=-1361/362, 5-26=-1361/362, 5-27=-1572/369, 6-27=-1718/338, 6-28=-2145/348, 7-28=-2158/314, 7-29=-2160/300, 8-29=-2205/286, 8-9=-2290/281, 9-10=-1528/232, 1-20=-1629/233
BOT CHORD 19-20=-257/294, 2-19=-344/177, 16-17=-80/1292, 15-16=-42/1234, 14-15=-42/1234, 13-14=-129/1771, 12-13=-129/1771,
11-12=-202/1923
WEBS 4-16=-76/296, 4-14=-116/320, 5-14=-32/452, 6-14=-693/244, 1-19=-177/1452, 17-19=-78/1238, 6-12=-25/308,
7-12=-264/148, 9-11=-150/1792
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 4-7-12 to 8-0-14, Interior (1) 8-0-14 to 17-2-5, Exterior (2) 17-2-5 to 22-3-11, Interior (1) 22-3-11 to 23-5-11, Exterior (2) 23-5-11 to 28-7-1, Interior (1) 28-7-1 to 40-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Refer to girder(s) for truss to truss connections.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 20 and 191lb uplift at joint 10.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T04 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:06 Page: 1
ID:kSq3wrn3ZPzZbegJG2gHWcyJu5d-u3dAhV5yJ0hPrUY6s8ZyiICzmXUPmBwDRHyBnnyHeJV
4 12
712
=3x5
6x6
=6x6
5x6
=6x8
2x4
2x4 =5x6
3x10
=3x4
=6x6
=3x6
=5x6
=4x8 =4x6
6x12
=3x4
3x5
=6x8
6x8
5x6
600.00 lb
600.00 lb
19 18 17 16 15 14 13 12 11
10222120
9
1
3223
8237
314
24 30
292552627286
T3
B1
B3 B5B4
0-10-11
3-7-12
2-9-12-9-1 3-7-436-2-05-0-1418-4-74-9-18-4-13 4-10-1313-3-9 7-1-332-6-127-1-325-5-9
0-10-11
3-6-0
2-7-52-7-5 3-7-436-2-04-9-113-1-134-10-138-4-13 5-4-618-6-3 6-11-725-5-9 7-1-332-6-12
Scale = 1:63.5
Plate Offsets (X, Y): [5:0-3-0,0-2-5], [6:0-3-0,0-2-5], [7:0-2-4,Edge], [12:0-3-8,0-3-0], [20:0-2-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.12 13 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.98 Vert(TL)-0.32 12-13 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.87 Horiz(TL)0.13 11 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 221 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x6 SPF No.2, T4:2x4 SPF 1650F 1.5E,
T5:2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W4,W1,W14,W5,W3,W2,W12:2x4 SPF Stud,
W16:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
9-10-15 oc bracing: 13-15
8-2-11 oc bracing: 12-13.
WEBS 1 Row at midpt 4-20, 4-17, 5-17, 4-18, 8-15
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)11=2469/0-6-0, (min. 0-4-5), 22=1761/ Mechanical, (min. 0-1-8)
Max Horiz22=-293 (LC 12)
Max Uplift11=-438 (LC 17), 22=-253 (LC 16)
Max Grav11=2756 (LC 40), 22=2082 (LC 40)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1339/239, 2-3=-1704/300, 3-23=-1852/371, 4-23=-1654/387, 4-24=-2179/478, 24-25=-2056/502, 5-25=-1956/505, 5-26=-2061/532, 26-27=-2061/532, 27-28=-2061/532, 6-28=-2061/532, 6-29=-2288/552, 29-30=-2391/537, 30-31=-2417/535, 7-31=-2590/526, 7-8=-2617/525, 8-32=-3274/581, 9-32=-3452/580, 9-10=-3659/657, 1-22=-2070/350, 10-11=-2713/476
BOT CHORD 21-22=-271/265, 20-21=-229/1334, 3-20=-362/158, 17-18=-167/1773, 16-17=-137/1775, 15-16=-137/1775,
14-15=-350/2828, 13-14=-350/2828, 12-13=-512/3166
WEBS 2-20=-148/973, 4-20=-513/103, 4-17=-140/309, 5-15=-210/755, 6-15=-11/301, 9-12=-775/222, 10-12=-537/3219, 18-20=-163/1604, 2-21=-1356/256, 1-21=-313/2032, 8-15=-1113/342, 8-13=0/433, 9-13=-548/223
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 2-9-1, Interior (1) 2-9-1 to 13-3-9, Exterior (2) 13-3-9 to 16-11-0, Interior (1) 16-11-0 to 18-4-7,Exterior (2) 18-4-7 to 21-11-13, Interior (1) 21-11-13 to
35-11-4 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 22 and 438lb uplift at joint 11.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)682 lb down and 156 lb up at 17-8-8, and 682 lb down and 156 lb up at
32-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T05 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:06 Page: 1
ID:OjRImOjQAzi2Ox8UzzSBNxyJtzz-u3dAhV5yJ0hPrUY6s8ZyiICyCXNCmALDRHyBnnyHeJV
Continued on page 2
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-5=-51, 5-28=-61, 9-10=-51, 20-22=-20, 11-19=-20
Concentrated Loads (lb)
Vert: 9=-600, 28=-600
Trapezoidal Loads (lb/ft)
Vert: 28=-61-to-6=-63 (F=-3), 6=-53 (F=-3)-to-29=-58 (F=-7), 29=-58 (F=-7)-to-30=-68 (F=-17), 30=-68(F=-17)-to-31=-76 (F=-26), 31=-76 (F=-26)-to-7=-80 (F=-29), 7=-80 (F=-29)-to-8=-82 (F=-31), 8=-82 (F=-31)-to-32=-97 (F=-47), 32=-97 (F=-47)-to-9=-111 (F=-60)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T05 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:06 Page: 2
ID:OjRImOjQAzi2Ox8UzzSBNxyJtzz-u3dAhV5yJ0hPrUY6s8ZyiICyCXNCmALDRHyBnnyHeJV
4 12
712
=3x5
6x6
=6x6
6x6
=3x5
3x5
=3x4
=6x6
=3x6
=5x6
=4x8 =4x6
3x83x5
=3x4
3x5
=6x8
6x8
5x6
600.00 lb
600.00 lb
20 19 18 17 16 15 14 13 12 11 10
9
31
8
1
302
7216293
22 28
272342425265
T3
B1 B1B2
0-2-12
36-2-0
1-2-12
37-4-122-9-12-9-1 3-4-835-11-45-0-1418-4-75-3-48-0-5 5-3-413-3-9 7-1-332-6-127-1-325-5-9
2-10-132-10-13 3-7-436-2-05-1-88-0-5 5-1-813-1-13 5-4-618-6-3 6-11-725-5-9 7-1-332-6-12
Scale = 1:65.3
Plate Offsets (X, Y): [2:0-4-12,Edge], [4:0-3-0,0-2-5], [5:0-3-0,0-2-5], [12:0-3-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.12 13 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(TL)-0.33 13-15 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.89 Horiz(TL)0.13 11 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 209 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x6 SPF No.2, T4:2x4 SPF 1650F 1.5E,
T5:2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W4,W1,W2,W12,W10:2x4 SPF Stud,
W14:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-5-11 oc bracing: 12-13
6-0-0 oc bracing: 11-12.
WEBS 1 Row at midpt 3-17, 4-17, 7-15
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)11=2545/0-6-0, (min. 0-4-7), 20=1760/ Mechanical, (min. 0-1-8)
Max Horiz20=-325 (LC 12)
Max Uplift11=-467 (LC 17), 20=-254 (LC 16)
Max Grav11=2832 (LC 41), 20=2080 (LC 41)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1172/230, 2-21=-2142/372, 3-21=-1927/391, 3-22=-2190/461, 22-23=-2055/475, 4-23=-1986/489, 4-24=-2059/523, 24-25=-2059/523, 25-26=-2059/523, 5-26=-2059/523, 5-27=-2286/542, 27-28=-2388/527, 28-29=-2414/524, 6-29=-2557/517, 6-7=-2615/516, 7-30=-3269/571, 8-30=-3446/570, 8-31=-3572/648, 9-31=-3650/641, 1-20=-2053/347, 9-11=-2789/519
BOT CHORD 19-20=-285/288, 18-19=-227/1136, 17-18=-185/1765, 16-17=-144/1774, 15-16=-144/1774, 14-15=-315/2824,
13-14=-315/2824, 12-13=-482/3148
WEBS 2-19=-1591/325, 2-18=-138/977, 3-18=-569/159, 3-17=-161/318, 4-15=-215/758, 5-15=-11/301, 1-19=-316/1995, 8-12=-781/220, 9-12=-529/3243, 7-15=-1112/343, 7-13=0/431, 8-13=-535/222
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 2-9-1, Interior (1) 2-9-1 to 13-3-9, Exterior (2) 13-3-9 to 16-11-0, Interior (1) 16-11-0 to 18-4-7,Exterior (2) 18-4-7 to 21-11-13, Interior (1) 21-11-13 to
37-4-12 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 20 and 467lb uplift at joint 11.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)682 lb down and 156 lb up at 17-8-8, and 682 lb down and 156 lb up at
32-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T06 4 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:07 Page: 1
ID:FCEO6S4piNjbkfOwGLRNeZyJtvd-MFBYur6a4KpGTd7IQr5BEWl74xjbVdIMfxilJDyHeJU
Continued on page 2
12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-4=-51, 4-26=-61, 8-9=-51, 9-10=-51, 11-20=-20
Concentrated Loads (lb)
Vert: 8=-600, 26=-600
Trapezoidal Loads (lb/ft)
Vert: 26=-61-to-5=-63 (F=-3), 5=-53 (F=-3)-to-27=-58 (F=-7), 27=-58 (F=-7)-to-28=-68 (F=-17), 28=-68(F=-17)-to-29=-76 (F=-26), 29=-76 (F=-26)-to-6=-78
(F=-27), 6=-78 (F=-27)-to-7=-82 (F=-31), 7=-82 (F=-31)-to-30=-97 (F=-47), 30=-97 (F=-47)-to-8=-111 (F=-60)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T06 4 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:07 Page: 2
ID:FCEO6S4piNjbkfOwGLRNeZyJtvd-MFBYur6a4KpGTd7IQr5BEWl74xjbVdIMfxilJDyHeJU
4 12
712
=3x5
6x6
=6x6
6x6
=3x5
3x5
=3x4
=6x6
=3x6
=5x6
=4x8 =4x6
3x8
3x5
=3x4
3x5
=6x8
6x8
5x6
600.00 lb
600.00 lb
19 18 17 16 15 14 13 12 11 10
9
8
1
292
7206283
2721
262252324254
T3
B1 B1B2
2-9-12-9-1 3-7-436-2-05-0-1418-4-75-3-48-0-5 5-3-413-3-9 7-1-332-6-127-1-325-5-9
2-10-132-10-13 3-7-436-2-05-1-88-0-5 5-1-813-1-13 5-4-618-6-3 6-11-725-5-9 7-1-332-6-12
Scale = 1:61.8
Plate Offsets (X, Y): [2:0-4-12,Edge], [4:0-3-0,0-2-5], [5:0-3-0,0-2-5], [11:0-3-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.12 12 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.98 Vert(TL)-0.33 12-14 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.89 Horiz(TL)0.13 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 208 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x6 SPF No.2, T4:2x4 SPF 1650F 1.5E,
T5:2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W4,W1,W2,W12,W10:2x4 SPF Stud,
W14:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
9-10-12 oc bracing: 12-14
8-2-13 oc bracing: 11-12.
WEBS 1 Row at midpt 4-16, 7-14
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)10=2469/0-6-0, (min. 0-4-5), 19=1761/0-6-0, (min. 0-3-4)
Max Horiz19=-310 (LC 12)
Max Uplift10=-433 (LC 17), 19=-254 (LC 16)
Max Grav10=2756 (LC 40), 19=2082 (LC 40)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1173/231, 2-20=-2144/374, 3-20=-1928/392, 3-21=-2192/461, 21-22=-2057/487, 4-22=-1952/489, 4-23=-2061/524, 23-24=-2061/524, 24-25=-2061/524, 5-25=-2061/524, 5-26=-2289/542, 26-27=-2391/527, 27-28=-2417/525, 6-28=-2550/517, 6-7=-2618/516, 7-29=-3275/571, 8-29=-3453/571, 8-9=-3659/649, 1-19=-2055/347, 9-10=-2713/471
BOT CHORD 18-19=-278/273, 17-18=-236/1126, 16-17=-194/1767, 15-16=-153/1775, 14-15=-153/1775, 13-14=-352/2829,
12-13=-352/2829, 11-12=-511/3165
WEBS 2-18=-1592/325, 2-17=-138/978, 3-17=-570/159, 3-16=-161/318, 4-14=-215/760, 5-14=-11/301, 1-18=-316/1996,
8-11=-775/220, 9-11=-530/3218, 7-14=-1116/343, 7-12=0/433, 8-12=-548/224
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-1-12 to 2-9-1, Interior (1) 2-9-1 to 13-3-9, Exterior (2) 13-3-9 to 16-11-0, Interior (1) 16-11-0 to 18-4-7,Exterior (2) 18-4-7 to 21-11-13, Interior (1) 21-11-13 to 35-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 19 and 433lb uplift at joint 10.8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)682 lb down and 156 lb up at 17-8-8, and 682 lb down and 156 lb up at 32-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.
10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T07 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:07 Page: 1
ID:ItIM2WPkd3ix3XBXgqL5cryJtq2-MFBYur6a4KpGTd7IQr5BEWl74xjRVdIMfxilJDyHeJU
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-4=-51, 4-25=-61, 8-9=-51, 10-19=-20
Concentrated Loads (lb)
Vert: 8=-600, 25=-600
Trapezoidal Loads (lb/ft)
Vert: 25=-61-to-5=-63 (F=-3), 5=-53 (F=-3)-to-26=-58 (F=-7), 26=-58 (F=-7)-to-27=-68 (F=-17), 27=-68(F=-17)-to-28=-76 (F=-26), 28=-76 (F=-26)-to-6=-78 (F=-27), 6=-78 (F=-27)-to-7=-82 (F=-31), 7=-82 (F=-31)-to-29=-97 (F=-47), 29=-97 (F=-47)-to-8=-111 (F=-60)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T07 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:07 Page: 2
ID:ItIM2WPkd3ix3XBXgqL5cryJtq2-MFBYur6a4KpGTd7IQr5BEWl74xjRVdIMfxilJDyHeJU
7 12
3x4
4x6
=4x4
3x5
=3x8
=5x6
=3x4
=5x6
=3x4
3x5
=4x4
4x6
3x4
13
12 11 10 9 8
7
61
14 232215
52
16 21
17 20
18 19 43
T2
B1 B1
5-0-1418-4-76-7-1313-3-9 6-9-1325-2-36-7-136-7-13 6-9-1332-0-0
5-4-618-6-36-6-113-1-136-7-136-7-13 6-8-125-2-3 6-9-1332-0-0Scale = 1:55.9
Plate Offsets (X, Y): [3:0-4-0,0-2-4], [4:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.05 7-8 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.44 Vert(TL)-0.15 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.46 Horiz(TL)0.04 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 178 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W1,W10,W8:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 2-11, 5-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=1148/0-6-0, (min. 0-2-6), 13=1148/0-6-0, (min. 0-2-6)
Max Horiz13=-205 (LC 12)
Max Uplift7=-142 (LC 17), 13=-140 (LC 16)
Max Grav7=1495 (LC 38), 13=1503 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1417/187, 14-15=-1332/189, 2-15=-1196/212, 2-16=-1364/269, 16-17=-1322/270, 3-17=-1189/305,
3-18=-1022/308, 18-19=-1022/308, 4-19=-1022/308, 4-20=-1198/306, 20-21=-1272/271, 5-21=-1377/269,
5-22=-1239/216, 22-23=-1377/192, 6-23=-1461/191, 1-13=-1444/216, 6-7=-1435/215
BOT CHORD 11-12=-187/1150, 10-11=-39/1029, 9-10=-39/1029, 8-9=-109/1189
WEBS 3-11=-45/297, 4-9=-76/343, 2-11=-273/191, 2-12=-464/144, 1-12=-116/1269, 5-9=-309/198, 5-8=-430/141,6-8=-114/1287
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 4-7-12 to 7-10-2, Interior (1) 7-10-2 to 17-9-9, Exterior (2) 17-9-9 to 22-3-14, Interior (1) 22-3-14 to 22-10-7, Exterior (2) 22-10-7 to 27-4-12, Interior (1) 27-4-12 to
36-4-4 zone;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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 13 and 142lb uplift at joint 7.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T08 1 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:08 Page: 1
ID:JExUtaR3cBPtmbBt9AN1YmyJtoj-rSlw6B7Crex74nhUzZcQnjHK0KB7EAFWubRIrfyHeJT
7 12
3x4
4x6
=4x4
3x5
=3x4 =3x8
=5x6 4x10
=3x5 1.5x4
3x4
=6x10
3x8
1.5x4
=6x8
4x6
=3x5
17 16 15 14 13 12 9 8
11 10
71
18 26619
2
20 25
2421
5
3 22 23 4
T2
B1 B6B2
B4
3-1-1321-6-45-0-1418-4-7 3-2-432-0-06-7-1313-3-9 7-3-828-9-126-7-136-7-13
3-1-1321-8-0 3-4-032-0-05-4-618-6-36-6-113-1-136-7-136-7-13 7-0-028-8-0Scale = 1:57.3
Plate Offsets (X, Y): [3:0-4-0,0-2-4], [4:0-7-8,0-1-12], [10:0-6-0,0-3-0], [11:0-3-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.10 10-11 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.50 Vert(TL)-0.29 10-11 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.59 Horiz(TL)0.08 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 198 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B5:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W8,W1,W12,W11,W10:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,8-9.
1 Row at midpt 5-11
WEBS 1 Row at midpt 4-14, 4-13, 2-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1148/0-6-0, (min. 0-2-6), 17=1148/0-6-0, (min. 0-2-6)
Max Horiz17=-335 (LC 12)
Max Uplift8=-148 (LC 17), 17=-146 (LC 16)
Max Grav8=1495 (LC 38), 17=1503 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-1417/203, 18-19=-1331/205, 2-19=-1195/228, 2-20=-1364/270, 20-21=-1322/272, 3-21=-1190/307,
3-22=-1023/315, 22-23=-1023/315, 4-23=-1023/315, 4-5=-1604/394, 5-24=-1378/287, 24-25=-1456/273, 6-25=-1674/266,
6-26=-1198/173, 7-26=-1271/171, 1-17=-1444/224, 7-8=-1458/206
BOT CHORD 16-17=-305/315, 15-16=-187/1150, 14-15=-187/1150, 13-14=-99/1019, 5-11=-546/257, 10-11=-186/1142, 6-10=-713/175
WEBS 3-14=-35/279, 11-13=-56/1039, 4-11=-244/906, 2-14=-282/182, 2-16=-464/153, 1-16=-135/1268, 7-10=-186/1372
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 4-7-12 to 7-10-2, Interior (1) 7-10-2 to 17-9-9, Exterior (2) 17-9-9 to 22-3-14, Interior (1) 22-3-14 to 22-10-7, Exterior (2) 22-10-7 to 27-4-12, Interior (1) 27-4-12 to 36-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 17 and 148lb uplift at joint 8.8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T09 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:08 Page: 1
ID:RdvOaj1sXk29ctGEuul_vcyJtmf-rSlw6B7Crex74nhUzZcQnjHLjKADE8DWubRIrfyHeJT
712
3x4
4x6
=4x4
3x5
=3x4 =3x8
=5x6 4x10
=3x5 1.5x4
3x4
=6x10
3x8
1.5x4
=6x8
3x5
4x6
=3x5
18
17 16 15 14
13 10 9
12 11
81
71927620
2
21 26
2522
5
423243
T2
B1 B6B2
B4
3-1-1321-6-45-0-1418-4-7 3-5-432-3-06-7-136-7-13 6-7-1313-3-9 7-3-828-9-12
3-1-1321-8-0 3-7-032-3-05-4-618-6-36-6-113-1-136-7-136-7-13 7-0-028-8-0Scale = 1:57.6
Plate Offsets (X, Y): [3:0-4-0,0-2-4], [4:0-7-12,0-1-12], [11:0-6-0,0-3-0], [12:0-4-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.10 11-12 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(TL)-0.29 11-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 199 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B5:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W8,W1,W12,W11,W10:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,9-10.
1 Row at midpt 5-12
WEBS 1 Row at midpt 4-15, 4-14, 2-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=1156/ Mechanical, (min. 0-1-8), 18=1157/0-6-0, (min. 0-2-6)
Max Horiz18=-336 (LC 12)
Max Uplift9=-150 (LC 17), 18=-146 (LC 16)
Max Grav9=1501 (LC 38), 18=1515 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-1429/206, 19-20=-1343/208, 2-20=-1208/231, 2-21=-1380/274, 21-22=-1341/275, 3-22=-1206/310,
3-23=-1037/318, 23-24=-1037/318, 4-24=-1037/318, 4-5=-1639/400, 5-25=-1413/294, 25-26=-1491/279, 6-26=-1708/272,
6-27=-1294/185, 7-27=-1300/182, 7-8=-1367/180, 1-18=-1456/226, 8-9=-1461/209
BOT CHORD 17-18=-303/316, 16-17=-181/1160, 15-16=-181/1160, 14-15=-95/1038, 5-12=-546/257, 11-12=-192/1223, 6-11=-653/166
WEBS 3-15=-36/285, 12-14=-52/1057, 4-12=-247/943, 2-15=-278/182, 2-17=-470/154, 1-17=-136/1280, 8-11=-187/1405
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 4-7-12 to 7-10-7, Interior (1) 7-10-7 to 17-9-9, Exterior (2) 17-9-9 to 22-4-5, Interior (1) 22-4-5 to 22-10-7, Exterior (2) 22-10-7 to27-5-3, Interior (1) 27-5-3 to 36-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Refer to girder(s) for truss to truss connections.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 18 and 150lb uplift at joint 9.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T10 1 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:09 Page: 1
ID:pUPGc7XeKrfZUxl49xz3wlyJtkj-JeJIJX7qcx3_ixGhXG7fJxqWOkWGzbJf7FBrO6yHeJS
712
3x4
4x6
=4x4
3x5
=3x4 =3x8
=5x6
=3x4
=5x6
=3x4
3x5
=3x8
3x6
4x6
3x4
15 14 13 12 11 10 9 8
71
2416617
52
18 23
19 22
420213
T2
B1 B3B2
5-0-1418-4-76-7-136-7-13 6-7-1313-3-9 6-11-525-3-11 6-11-532-3-0
5-4-618-6-36-6-113-1-136-7-136-7-13 6-9-925-3-11 6-11-532-3-0Scale = 1:55.9
Plate Offsets (X, Y): [3:0-4-0,0-2-4], [4:0-3-0,0-1-12], [9:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.06 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.46 Vert(TL)-0.16 9-10 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.44 Horiz(TL)0.04 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 178 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W1,W10,W8:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-12, 2-12, 5-10
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)8=1156/ Mechanical, (min. 0-1-8), 15=1157/0-6-0, (min. 0-2-6)
Max Horiz15=-336 (LC 14)
Max Uplift8=-150 (LC 17), 15=-146 (LC 16)
Max Grav8=1501 (LC 38), 15=1515 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1429/206, 16-17=-1344/208, 2-17=-1208/231, 2-18=-1379/275, 18-19=-1341/276, 3-19=-1204/311, 3-20=-1035/318, 20-21=-1035/318, 4-21=-1035/318, 4-22=-1221/313, 22-23=-1294/285, 5-23=-1403/275, 5-6=-1286/231, 6-24=-1424/207, 7-24=-1508/207, 1-15=-1456/226, 7-8=-1440/226
BOT CHORD 14-15=-303/316, 13-14=-180/1161, 12-13=-180/1161, 11-12=-96/1049, 10-11=-96/1049, 9-10=-161/1230
WEBS 3-12=-48/307, 4-10=-72/365, 2-12=-280/182, 2-14=-470/155, 1-14=-137/1281, 5-10=-343/195, 5-9=-410/150,
7-9=-133/1313
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 4-7-12 to 7-10-7, Interior (1) 7-10-7 to 17-9-9, Exterior (2) 17-9-9 to 22-4-5, Interior (1) 22-4-5 to 22-10-7, Exterior (2) 22-10-7 to27-5-3, Interior (1) 27-5-3 to
36-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 15 and 150lb uplift at joint 8.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T11 1 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:09 Page: 1
ID:aZx8QU1_RlybWOz8cmjvdcyJtk3-JeJIJX7qcx3_ixGhXG7fJxqVSkW1zeqf7FBrO6yHeJS
712
=3x4
5x6
3x6
=6x6
3x5
=3x4
3x5
=3x6 =3x8
=5x6
=3x6
=5x6
=3x4
3x5
=3x8
3x6
4x6
=3x4
18 17 16 15 14 13 12 11 10
1
2 9
3
24198
7
4 20 23
222165
T3
B1 B1B2
5-0-1422-10-75-10-011-9-135-11-125-11-12 5-11-1217-9-9 6-11-529-9-11 6-11-536-9-0
5-4-623-0-35-10-017-7-135-10-011-9-135-11-125-11-12 6-9-929-9-11 6-11-536-9-0
Scale = 1:62.6
Plate Offsets (X, Y): [5:0-4-0,0-2-4], [6:0-3-0,0-1-12], [10:Edge,0-1-8], [11:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.10 16 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.54 Vert(TL)-0.24 14-16 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.08 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 197 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W1,W12,W3,W2,W4,W10:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-14, 6-14, 7-12
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)10=1319/ Mechanical, (min. 0-1-8), 18=1313/0-6-0, (min. 0-2-9)
Max Horiz18=335 (LC 15)
Max Uplift10=-159 (LC 17), 18=-191 (LC 16)
Max Grav10=1708 (LC 38), 18=1627 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2360/287, 2-3=-2226/307, 3-19=-2218/322, 4-19=-1997/354, 4-20=-1767/345, 5-20=-1611/378, 5-21=-1382/362, 6-21=-1382/362, 6-22=-1378/358, 22-23=-1514/355, 7-23=-1696/320, 7-8=-1513/272, 8-24=-1651/248, 9-24=-1735/247, 1-18=-1565/237, 9-10=-1646/252
BOT CHORD 17-18=-323/399, 16-17=-328/1981, 15-16=-250/1826, 14-15=-250/1826, 13-14=-126/1303, 12-13=-126/1303,
11-12=-184/1426
WEBS 4-14=-740/256, 5-14=-61/516, 6-14=-140/293, 6-12=-69/319, 1-17=-148/1839, 3-16=-280/156, 4-16=-23/335, 7-12=-277/192, 7-11=-502/161, 9-11=-159/1529
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 3-9-14, Interior (1) 3-9-14 to 17-9-9, Exterior (2) 17-9-9 to 28-0-13, Interior (1) 28-0-13 to 36-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 18 and 159lb uplift at joint 10.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T12 2 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:09 Page: 1
ID:TtEWPTVpUQkC4DsSrkPqAdyJtjT-JeJIJX7qcx3_ixGhXG7fJxqVJkVnzYLf7FBrO6yHeJS
712
=3x4
4x6
=4x10
4x6
2x4
2x4
=6x10
3x6
4x8
1.5x4 =6x8
2x4
2x4 =5x6
4x10
=3x4
=5x6
=3x6
=5x6
=3x8
3x5
=3x8
3x8
4x6
=3x4
26 25 24 20 19 18 17 16 15 141
2
23 22 21
3
4
5 13
6
332712
7
11
2829 328
3130109T3
B1 B5 B6
B3
0-1-12
0-1-12
1-1-4
1-3-0
1-1-4
2-4-4
1-2-12
-1-2-12 3-4-129-1-123-4-125-9-0 4-3-113-4-13 5-0-1422-10-74-4-1317-9-9 6-11-529-9-11 6-11-536-9-0
1-3-02-6-01-3-01-3-0 2-3-323-0-33-1-320-9-03-3-05-9-0 3-3-09-0-0 4-3-117-7-134-4-1313-4-13 6-9-929-9-11 6-11-536-9-0
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [9:0-3-0,0-1-12], [10:0-4-0,0-2-4], [14:Edge,0-1-8], [15:0-3-8,0-1-8], [21:0-2-12,0-3-0], [23:0-3-12,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.15 7-21 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.70 Vert(TL)-0.31 7-21 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.18 14 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 222 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W10,W12,W13,W14,W15,W17,W11:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing.WEBS 1 Row at midpt 8-18, 9-16, 11-16, 8-19
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)14=1317/ Mechanical, (min. 0-1-8), 26=1384/0-6-0, (min.
0-2-11)
Max Horiz26=349 (LC 13)
Max Uplift14=-159 (LC 17), 26=-222 (LC 16)
Max Grav14=1707 (LC 39), 26=1698 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1296/164, 3-4=-3134/510, 4-5=-3236/586, 5-6=-3199/598, 6-27=-2689/376, 7-27=-2575/394, 7-28=-2703/457, 28-29=-2570/467, 8-29=-2526/472, 8-9=-1720/385, 9-30=-1301/359, 10-30=-1301/359, 10-31=-1413/355, 31-32=-1514/337, 11-32=-1695/317, 11-12=-1511/270, 12-33=-1649/246, 13-33=-1733/245, 2-26=-1620/262,13-14=-1644/252BOT CHORD 25-26=-327/328, 22-23=-419/2556, 21-22=-419/2556, 7-21=-311/151, 18-19=-223/1704, 17-18=-144/1372, 16-17=-144/1372, 15-16=-184/1424
WEBS 8-21=-289/1142, 8-18=-742/253, 9-18=-171/754, 9-16=-280/141, 10-16=-58/411, 11-16=-275/192, 11-15=-503/160,
13-15=-159/1527, 8-19=-288/103, 19-21=-215/1621, 6-21=-444/160, 3-23=-336/1827, 3-25=-1683/315, 23-25=-313/1282,
2-25=-112/1248, 6-23=-235/492
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-2-12 to 2-3-6, Interior (1) 2-3-6 to 17-9-9, Exterior (2) 17-9-9 to 28-0-13, Interior (1) 28-0-13 to 36-7-4zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 26 and 159lb uplift at joint 14.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T13 1 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:10 Page: 1
ID:BhXHTa3k63?v22EEuKD4uqyJthS-nqtgWs8SNFCrK5rt5_eus8Ng38pXi?boMvwPwYyHeJR
712
=3x4
4x6
=4x10
4x6
2x4
2x4
=6x10
3x6
4x8
1.5x4 =6x8
2x4
2x4 =3x8
4x10
=3x4
=6x6
=3x6
=5x6
=3x8
3x5
=3x8
4x6
=3x4
25 24 23 19 18 17 16 15 14 131
2
22 21 20
3
4
5 12
6 26 36
35
7
3411273328
8
10929303132T3
B1 B5 B6
B3
0-1-12
0-1-12
1-1-4
2-4-4
1-1-4
1-3-0
1-2-12
-1-2-12
1-0-3
3-4-7 2-4-95-9-0 3-4-129-1-12 3-11-613-1-2 4-1-217-2-5 6-3-723-5-11 6-7-1030-1-6 6-7-1036-9-0
1-3-02-6-01-3-01-3-0 2-10-723-7-73-3-05-9-0 3-3-09-0-0 3-8-720-9-03-11-617-0-94-1-213-1-2 6-5-1430-1-6 6-7-1036-9-0
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [13:Edge,0-1-8], [14:0-3-8,0-1-8], [18:0-3-8,0-1-8], [20:0-2-12,0-3-0], [22:0-3-12,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.14 7-20 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.70 Vert(TL)-0.30 7-20 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.78 Horiz(TL)0.18 13 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 219 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W9,W12,W13,W14,W15,W11:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing.WEBS 1 Row at midpt 8-17, 9-15, 11-15, 8-18
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)13=1324/ Mechanical, (min. 0-1-8), 25=1390/0-6-0, (min.
0-2-10)
Max Horiz25=336 (LC 15)
Max Uplift13=-154 (LC 17), 25=-219 (LC 16)
Max Grav13=1692 (LC 39), 25=1686 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1286/167, 3-4=-3109/496, 4-5=-3207/569, 5-6=-3186/583, 6-26=-2662/381, 7-26=-2597/399, 7-27=-2659/461, 27-28=-2560/463, 8-28=-2494/474, 8-9=-1711/382, 9-29=-1296/357, 29-30=-1296/357, 30-31=-1296/357, 31-32=-1296/357, 10-32=-1296/357, 10-33=-1498/353, 11-33=-1667/318, 11-34=-1433/269, 34-35=-1462/266, 35-36=-1597/246, 12-36=-1684/243, 2-25=-1609/264, 12-13=-1631/254BOT CHORD 24-25=-316/315, 21-22=-413/2537, 20-21=-413/2537, 7-20=-302/145, 17-18=-229/1682, 16-17=-160/1393, 15-16=-160/1393, 14-15=-185/1380
WEBS 8-20=-280/1162, 8-17=-684/239, 9-17=-150/728, 9-15=-290/136, 10-15=-42/390, 11-14=-522/158, 12-14=-163/1490,
8-18=-328/99, 18-20=-221/1609, 6-20=-450/160, 3-22=-325/1811, 3-24=-1671/305, 22-24=-304/1257, 2-24=-110/1239, 6-22=-228/485
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 2-3-6, Interior (1) 2-3-6 to 17-2-5, Exterior (2) 17-2-5 to 22-4-10, Interior (1) 22-4-10 to 23-5-11, Exterior (2) 23-5-11 to 28-8-1, Interior (1) 28-8-1 to
36-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 25 and 154lb uplift at joint 13.10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T14 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:10 Page: 1
ID:89mlAWvedZpzSpah?1TUkbyJtgM-nqtgWs8SNFCrK5rt5_eus8Ngv8pXi?moMvwPwYyHeJR
712
3x4
4x6
=4x10
4x63x6
2x4
2x4
=6x10 1.5x4
3x10
=6x10
2x4
2x4 =3x8
=5x12
=3x10
1.5x4
=3x6
=6x6
=3x4
3x5
=3x8
4x6
3x4
25 24 23 19 18 17 16 15 14 131
2
22 21 20
3 4 5 26
12
6 34
27 3328117
930 3129 328 10T3
B1 B5 B6
B3
0-1-12
0-1-12
1-1-4
1-3-0
1-1-4
2-4-4
1-2-12
-1-2-12 3-4-129-1-123-4-125-9-0 4-7-613-9-2 4-11-131-9-156-6-1426-10-146-6-1420-4-0 4-11-136-9-0
1-3-02-6-01-3-01-3-0 2-5-022-9-03-3-05-9-0 3-3-09-0-0 4-3-1027-0-104-7-613-7-6 4-9-531-9-15 4-11-136-9-06-8-1020-4-0
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [4:0-2-14,0-1-8], [8:0-6-0,0-0-9], [14:0-3-8,0-1-8], [18:0-3-8,0-1-8], [20:0-4-4,0-2-0], [22:0-3-4,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.12 7 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.66 Vert(TL)-0.29 17-18 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.76 Horiz(TL)0.17 13 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 210 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W9,W11,W12,W13,W14:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing.WEBS 1 Row at midpt 8-18, 8-17, 9-17, 10-15
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)13=1362/ Mechanical, (min. 0-1-8), 25=1420/0-6-0, (min. 0-2-9)
Max Horiz25=284 (LC 13)
Max Uplift13=-122 (LC 17), 25=-194 (LC 16)
Max Grav13=1562 (LC 39), 25=1621 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1232/176, 3-4=-2986/510, 4-5=-2974/516, 5-26=-3130/572, 6-26=-3083/590, 6-27=-2405/404, 27-28=-2277/419, 7-28=-2269/422, 7-8=-2416/523, 8-29=-1670/386, 29-30=-1672/386, 9-30=-1674/386, 9-31=-1674/385, 31-32=-1671/386, 10-32=-1670/386, 10-11=-1456/340, 11-33=-1149/253, 33-34=-1254/236, 12-34=-1345/236, 2-25=-1547/272,12-13=-1514/256BOT CHORD 24-25=-270/257, 21-22=-431/2372, 20-21=-431/2372, 7-20=-348/178, 17-18=-224/1451, 16-17=-178/1241, 15-16=-178/1241, 14-15=-185/1083
WEBS 18-20=-212/1383, 8-20=-287/1181, 8-17=-193/365, 9-17=-724/226, 10-17=-181/714, 11-15=-137/389, 11-14=-612/162,
12-14=-181/1268, 6-20=-495/144, 3-22=-325/1757, 3-24=-1589/303, 22-24=-314/1113, 2-24=-115/1182, 6-22=-210/506
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 2-3-6, Interior (1) 2-3-6 to 13-9-2, Exterior (2) 13-9-2 to 18-11-8, Interior (1) 18-11-8 to 26-10-14, Exterior (2) 26-10-14to 31-9-15, Interior (1)31-9-15
to 36-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip
DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 25 and 122lb uplift at joint 13.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T15 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:11 Page: 1
ID:5PUkYBCFlpPe_aOPfIKckjyJt?N-F1R3kC948ZKixFQ3fh97OMvrbY9NRTKyaZgyS_yHeJQ
712
3x4
4x6
=4x8
4x6
2x4
2x4
=5x12
4x8
1.5x4 =6x10
2x4
2x4 =6x6
=MT18HS 6x12
=3x5
=4x4
=4x6
=4x8
=5x8
2x4 =8x8
=3x8
4x6
3x4
25 24 23 19 18 17 16 15 14 131262
22 21 20
3
4 27
12
34285
33
6
8 9 10 313029 32 117T2T3
B1 B5 B6
B3
0-1-12
0-1-12
1-1-4
1-3-0
1-1-4
2-4-4
1-2-12
-1-2-12
1-2-4
10-4-03-4-129-1-123-4-125-9-0 6-7-716-11-7 6-7-730-4-06-9-323-8-9 6-5-036-9-0
1-3-02-6-01-3-01-3-0 1-2-4
10-2-4
2-11-923-8-93-3-05-9-0 3-3-09-0-0 3-9-920-9-0 6-3-436-9-06-9-316-11-7 6-9-330-5-12
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-2-14,0-2-0], [7:0-6-0,0-0-9], [11:0-4-6,Edge], [12:0-3-0,0-1-8], [14:0-3-8,0-1-8], [20:0-3-4,0-3-0], [22:0-5-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.16 15-17 >999 240 MT18HS 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.69 Vert(TL)-0.38 15-17 >999 180 MT20 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.22 13 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 208 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T2,T3:2x6 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W12:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 7-18, 8-15
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)13=1400/ Mechanical, (min. 0-1-8), 25=1451/0-6-0, (min. 0-2-7)
Max Horiz25=232 (LC 13)
Max Uplift13=-127 (LC 12), 25=-160 (LC 16)
Max Grav13=1574 (LC 38), 25=1566 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1158/185, 3-4=-2817/537, 4-27=-2893/588, 27-28=-2887/592, 5-28=-2852/605, 5-6=-2487/437, 6-7=-2291/451, 7-29=-2480/432, 29-30=-2482/431, 8-30=-2487/430, 8-9=-2318/398, 9-10=-2318/398, 10-31=-2326/400, 31-32=-2318/400, 11-32=-2316/401, 11-33=-1521/278, 33-34=-1532/259, 12-34=-1574/247, 2-25=-1496/281,12-13=-1520/274BOT CHORD 21-22=-457/2338, 20-21=-457/2338, 6-20=-61/275, 17-18=-316/1834, 16-17=-392/2479, 15-16=-392/2479, 14-15=-201/1343
WEBS 18-20=-357/2235, 7-20=-349/1475, 7-18=-1379/329, 7-17=-233/921, 11-15=-266/1391, 11-14=-541/167,
12-14=-174/1472, 8-17=-534/248, 10-15=-698/224, 5-20=-552/153, 3-22=-334/1635, 3-24=-1511/317, 22-24=-317/1058,
2-24=-125/1118, 5-22=-177/510
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 2-3-6, Interior (1) 2-3-6 to 10-4-0, Exterior (2) 10-4-0 to 15-6-6, Interior (1) 15-6-6 to 30-4-0, Exterior (2) 30-4-0 to 35-6-6, Interior (1) 35-6-6to 36-7-4
zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 25 and 127lb uplift at joint 13.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T16 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:11 Page: 1
ID:p8goL2xWOY5_pyY8jcwwiayJt_Q-F1R3kC948ZKixFQ3fh97OMvrpY9wRQCyaZgyS_yHeJQ
712
=MT18HS 12x18
3x5
2x4
2x4
=5x8
3x10
2x4 =4x4
=6x6
=6x10
2x4
3x4 =4x8
=3x8
=4x8
1.5x4
=4x8
=3x6
2x4
=3x8 1.5x4
=4x8 2x4
=4x8
=6x6
2x4
29
28
27 22
45 4621 47 48 2049 19 18 50 5117 52 53 16 54 55
151
2
26 25 2444 23
3
4
5
7 30 318 32 33349 35 36 1011 3738 3912 40 41 13 42 43 146T2T3
B1 B5 B6
B3
0-2-12
0-2-12
1-0-4
1-3-0
1-1-4
2-4-4
1-2-12
-1-2-12 2-5-79-1-122-2-144-7-2 2-1-26-8-5 4-4-013-5-12 4-7-818-1-4 4-7-822-8-12 4-7-827-4-4 4-7-831-11-12 4-9-436-9-0
1-3-02-6-01-3-01-3-0 1-11-66-6-9 1-11-1222-8-122-1-24-7-2 2-7-1220-9-02-5-79-0-0 4-5-1213-5-12 4-7-818-1-4 4-7-827-4-4 4-7-831-11-12 4-9-436-9-0
Scale = 1:66.2
Plate Offsets (X, Y): [15:0-3-0,0-1-12], [21:0-3-8,0-2-0], [23:0-4-0,0-3-0], [26:0-2-12,0-3-4], [29:0-6-4,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.28 20-21 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(TL)-0.33 20-21 >999 180 MT18HS 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.80 Horiz(TL)0.13 15 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 425 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W1:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing.
REACTIONS (lb/size)15=1884/ Mechanical, (min. 0-1-8), 29=1997/0-6-0, (min.
0-1-12)
Max Horiz29=166 (LC 53)
Max Uplift15=-1494 (LC 9), 29=-1448 (LC 9)
Max Grav15=2258 (LC 73), 29=2264 (LC 63)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1679/1156, 3-4=-4315/3054, 4-5=-4328/3078, 5-6=-4196/3088, 6-7=-4561/3325, 7-30=-4545/3314,
30-31=-4545/3314, 8-31=-4545/3314, 8-32=-4642/3283, 32-33=-4642/3283, 33-34=-4642/3283, 9-34=-4642/3283,
9-35=-4642/3283, 35-36=-4642/3283, 10-36=-4642/3283, 10-11=-4642/3283, 11-37=-3505/2422, 37-38=-3505/2422,
38-39=-3505/2422, 12-39=-3505/2422, 12-40=-3505/2422, 40-41=-3505/2422, 13-41=-3505/2422, 2-29=-2018/1296
BOT CHORD 28-29=-334/319, 27-28=-288/400, 25-26=-2706/3714, 24-25=-2706/3714, 24-44=-2697/3649, 23-44=-2697/3649,
7-23=-363/246, 22-45=-381/550, 45-46=-381/550, 21-46=-381/550, 21-47=-3139/4428, 47-48=-3139/4428,
20-48=-3139/4428, 20-49=-3057/4332, 19-49=-3057/4332, 18-19=-3057/4332, 18-50=-3057/4332, 50-51=-3057/4332,
17-51=-3057/4332, 17-52=-1428/2107, 52-53=-1428/2107, 16-53=-1428/2107, 16-54=-1428/2107, 54-55=-1428/2107,
15-55=-1428/2107
WEBS 6-23=-1116/1600, 21-23=-2830/3979, 8-23=-267/323, 8-21=-772/658, 8-20=-226/378, 9-20=-355/356, 11-20=-313/439,
11-18=-24/261, 11-17=-1177/884, 12-17=-407/344, 13-17=-1381/1944, 13-16=-9/275, 13-15=-2902/1967, 6-24=-648/799,
3-26=-1813/2547, 3-28=-2198/1560, 26-28=-1003/1337, 2-28=-935/1417, 5-24=-351/183, 5-26=-199/263
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 -2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc.
Web 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) facein 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
8)Provide adequate drainage to prevent water ponding.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T17 1 21904508-12T Half Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:16 Page: 1
ID:efgCR91byWZ3Dx0dZD2FumyJsz?-jD?RxYAiusSZZP?GCOgMxZS66yW5Avx5pCPW_QyHeJP
Continued on page 2
9)All plates are MT20 plates unless otherwise indicated.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
11)Refer to girder(s) for truss to truss connections.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1494 lb uplift at joint 15 and 1448 lb uplift at joint 29.
13)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)282 lb down and 127 lb up at 6-8-5, 97 lb down and 71 lb up at 8-11-4, 118 lb down and 137 lb up at 10-11-4, 118 lb down and 137 lb up at 12-11-4, 118 lb down and 137 lbup at 14-11-4, 118 lb down and 137 lb up at 16-11-4, 118 lb down and 137 lb up at 18-11-4, 118 lb down and 137 lb up at 20-11-4, 118 lb down and 137 lb up at 22-11-4,118 lb down and 137 lb up at 24-11-4, 118 lb down and 137 lb up at 26-11-4, 118 lb down and 137 lb up at 28-11-4, 118 lb down and 137 lb up at 30-11-4, and 118 lb down and 137 lb up at 32-11-4, and 118 lb down and 137 lb up at 34-11-4
on top chord, and 447 lb down and 548 lb up at 6-8-5, 155 lb down and 227 lb up at 9-1-12, 41 lb down and 37 lb up at 10-11-4, 41 lb down and 37 lbup at 12-11-4, 41 lb
down and 37 lb up at 14-11-4, 41 lb down and 37 lb up at 16-11-4, 41 lb down and 37 lb up at 18-11-4, 41 lb down and 37 lbup at 20-11-4, 41 lb down and 37 lb up at
22-11-4, 41 lb down and 37 lb up at 24-11-4, 41 lb down and 37 lb up at 26-11-4, 41 lb down and 37lb up at 28-11-4, 41 lbdown and 37 lb up at 30-11-4, and 41 lb down
and 37 lb up at 32-11-4, and 41 lb down and 37 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-6=-51, 6-14=-61, 27-29=-20, 23-26=-20, 15-22=-20
Concentrated Loads (lb)
Vert: 6=38, 23=-99, 7=42, 19=-21, 18=-21, 11=-23, 24=-249, 30=-23, 31=-23, 32=-23, 33=-23, 35=-23, 36=-23, 37=-23, 39=-23, 40=-23, 41=-23, 42=-23, 43=-23,
44=-99, 45=-21, 46=-21, 47=-21, 48=-21, 49=-21, 50=-21, 51=-21, 52=-21, 53=-21, 54=-21, 55=-21
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T17 1 21904508-12T Half Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:16 Page: 2
ID:efgCR91byWZ3Dx0dZD2FumyJsz?-jD?RxYAiusSZZP?GCOgMxZS66yW5Avx5pCPW_QyHeJP
1212
3x4
5x6
3x4
=3x4
1.5x4
=4x8
4x6
=4x8
1.5x4
3x4
5x6
3x4
14 13 12 11 10 91
82
2015
3 7
4 6
1916
17 18
5
B1 B2
0-8-12
21-8-12
0-8-12
-0-8-12
0-1-12
0-1-12
0-1-12
21-0-0
5-3-020-10-45-3-05-4-12 5-1-415-7-45-1-410-6-0
6-10-1321-0-06-10-136-10-13 7-2-614-1-3Scale = 1:57.9
Plate Offsets (X, Y): [2:0-2-12,0-1-8], [8:0-2-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.06 12-14 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.34 Vert(TL)-0.14 12-14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.64 Horiz(TL)0.01 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 118 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W4:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=778/0-6-0, (min. 0-1-8), 14=778/0-6-0, (min. 0-1-8)
Max Horiz14=-332 (LC 14)
Max Uplift10=-95 (LC 16), 14=-95 (LC 17)
Max Grav10=881 (LC 2), 14=881 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-890/141, 3-15=-784/144, 3-4=-701/167, 4-16=-882/288, 16-17=-842/307, 5-17=-838/326, 5-18=-838/327,
18-19=-842/307, 6-19=-882/288, 6-7=-702/167, 7-20=-784/144, 8-20=-890/141, 2-14=-817/191, 8-10=-817/191
BOT CHORD 13-14=-312/420, 12-13=-312/420, 11-12=-32/452
WEBS 5-11=-255/498, 6-11=-383/325, 5-12=-255/498, 4-12=-382/326, 2-12=0/441, 8-11=-1/449
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 10-6-0, Exterior (2) 10-6-0 to 13-6-0, Interior (1) 13-6-0 to 21-8-12 zone; cantilever left andright exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 14 and 95 lb uplift at joint 10.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T18 12 11904508-12T Common Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:17 Page: 1
ID:OOcU4IZVHVGql2kyceOqsWyJsS2-4BoK_GErjP4rfAtD?yGXed9_JzHnrDhqzU7HgeyHeJK
1212
2x4
=3x8
3x4
=3x4
=4x4
3x4
=3x8
2x4
29
28 2726 25 24 23 22 21 20 19
18
171
2 16153
32 35 33
4 14
135
126
30 34 31
117
108
9
B1 B2
ST6
ST6
0-8-12
21-8-12
0-8-12
-0-8-12
10-6-021-0-010-6-010-6-0
21-0-0Scale = 1:56.1
Plate Offsets (X, Y): [18:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.01 18 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 136 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except* ST5,ST4:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 30, 31, 34, 35
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 21-0-0.
(lb) -Max Horiz29=-332 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) 20, 24, 27 except 18=-103 (LC 15), 19=-337 (LC 17), 21=-167 (LC 17), 25=-166 (LC 16), 28=-340 (LC 16), 29=-119 (LC 14)
Max GravAll reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25,
27 except 18=334 (LC 17), 19=276 (LC 31), 28=282 (LC 30),
29=342 (LC 16)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=-247/267, 3-4=-396/209, 4-5=-389/235, 13-14=-380/229, 14-15=-387/204, 16-18=-245/267
BOT CHORD 28-29=-207/281, 27-28=-207/281, 26-27=-207/281, 25-26=-207/281, 24-25=-207/281, 23-24=-213/286, 22-23=-213/286,
21-22=-207/281, 20-21=-207/281, 19-20=-207/281, 18-19=-207/281
WEBS 5-28=-282/296, 3-29=-549/347, 13-19=-281/294, 15-18=-538/340
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -0-8-12 to 2-6-0, Exterior (2) 2-6-0 to 10-6-0, Corner (3) 10-6-0 to 13-6-0, Exterior (2) 13-6-0 to 21-8-12 zone; cantilever left and right exposed ; end verticalleft and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.105)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable requires continuous bottom chord bearing.
9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
10)Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 5-3-8 oc.11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 27,20 except (jt=lb) 29=119, 18=102, 25=165, 28=340,
21=167, 19=336.
13)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T18GE 1 11904508-12T Common Supported Gable Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:17 Page: 1
ID:SYYaoEyZlKIHazB6UMzK9GyJsRY-4BoK_GErjP4rfAtD?yGXed9?FzK8rI_qzU7HgeyHeJK
Continued on page 2
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T18GE 1 11904508-12T Common Supported Gable Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:17 Page: 2
ID:SYYaoEyZlKIHazB6UMzK9GyJsRY-4BoK_GErjP4rfAtD?yGXed9?FzK8rI_qzU7HgeyHeJK
1212
2x4
4x4
3x4
=4x4
3x6
=3x4
=4x4
=3x8
3x6
=4x4
5x6
2x4
13 12 11 10 9 81
2 7
14
193
4
6
1815
1716
5
B1 B2
0-8-12
-0-8-12
0-1-12
0-1-12
4-8-015-2-05-1-45-3-0 5-3-010-6-0 5-10-021-0-0
4-8-015-2-05-3-010-6-05-3-05-3-0 5-10-021-0-0Scale = 1:58.7
Plate Offsets (X, Y): [2:0-0-12,0-1-8], [7:0-2-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.03 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.23 Vert(TL)-0.06 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.58 Horiz(TL)0.01 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 118 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W5,W6,W4:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=245/0-6-0, (min. 0-1-8), 9=672/0-4-0, (min. 0-1-8), 13=594/0-6-0, (min. 0-1-8)
Max Horiz13=324 (LC 15)
Max Uplift9=-136 (LC 17), 13=-58 (LC 16)
Max Grav8=281 (LC 2), 9=753 (LC 2), 13=675 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-637/88, 3-14=-537/89, 3-4=-454/113, 4-15=-415/180, 15-16=-374/185, 5-16=-367/206, 5-17=-390/216,
17-18=-391/199, 6-18=-429/180, 2-13=-628/141
BOT CHORD 12-13=-332/377, 11-12=-149/505, 10-11=-149/505
WEBS 6-9=-634/195, 5-10=-162/320, 6-10=-55/280, 4-10=-405/260, 2-12=-1/318
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 10-6-0, Exterior (2) 10-6-0 to 13-6-0, Interior (1) 13-6-0 to 20-10-4 zone; cantilever left andright exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 13 and 136 lb uplift at joint 9.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T19 1 11904508-12T Common Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:17 Page: 1
ID:l9_fqSEd5iKtTf0juPOy8KyJsRA-4BoK_GErjP4rfAtD?yGXed9?6zJVrDdqzU7HgeyHeJK
1212
312
2x4
5x6
3x4
=4x4
3x6
=3x4 =3x8
=6x6 =3x4
=3x8
4x12
4x6
3x4
=6x10
4x12
1.5x4 =3x4201918171615141
11
13 12
2 109
24 31
3
4 25 30
26 8
27
5 28 6 29 7T3
B1 B2
B4
0-8-12
-0-8-12
0-10-12
30-10-12
0-1-12
0-1-12
1-3-0
30-0-0
2-7-1221-4-44-0-814-8-0 4-0-818-8-85-3-125-5-8 5-2-010-7-8 7-4-1228-9-0
0-10-4
21-6-0 1-5-1230-0-0
1-9-8
20-7-12
5-0-410-5-125-5-85-5-8 7-0-428-6-48-4-818-10-4Scale = 1:60.2
Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-4-4,0-1-12], [7:0-3-8,0-2-0], [9:0-9-8,0-0-12], [13:0-4-12,0-2-0], [14:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)0.12 12-13 >837 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(TL)-0.29 16-17 >860 180
TCDL 10.0 Rep Stress Incr YES WB 0.85 Horiz(TL)0.01 15 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 189 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T4:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W8,W9,W1,W2:2x4 SPF Stud, W10:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. Except:
1 Row at midpt 8-13
WEBS 1 Row at midpt 6-16, 7-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-6-0. except 14=1-0-0, 10=0-4-0, 15=0-3-8
(lb) -Max Horiz20=-315 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) 15, 20 except 14=-183 (LC
17)
Max GravAll reactions 250 (lb) or less at joint(s) 15 except 14=1553 (LC 41), 20=953 (LC 41)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-971/70, 3-24=-859/72, 3-4=-702/97, 4-25=-711/149, 25-26=-677/154, 26-27=-563/175, 5-27=-553/193,
5-28=-427/213, 6-28=-427/213, 7-8=-88/316, 8-30=-289/544, 30-31=-317/260, 9-31=-345/214, 9-10=-622/191,
2-20=-897/113
BOT CHORD 19-20=-321/395, 18-19=-201/698, 17-18=-201/698, 16-17=-114/444, 13-14=-1706/634, 8-13=-671/449, 12-13=-248/627, 10-12=-172/636
WEBS 4-17=-444/271, 6-17=-115/456, 6-16=-617/229, 7-16=-161/600, 13-16=-87/430, 7-13=-886/229, 9-13=-813/595,
9-12=-187/294, 2-19=0/468
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 10-7-8, Exterior (2) 10-7-8 to 13-7-8, Interior (1) 13-7-8 to 18-8-8, Exterior (2) 18-8-8 to 21-5-8, Interior (1) 21-5-8to 30-10-12
zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design. 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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10,15 except (jt=lb) 14=183.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T20 3 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:18 Page: 1
ID:L7MNK2c3oEEUhQuhCQSDusyJsQh-YNMiCbETUiCiHKSPZfnmBqi2VMcnace_B8sqC4yHeJJ
1212
312
2x4
6x6
3x4
=4x4
3x6
=3x4 =3x4
=6x6
3x4
=3x4 =4x4
3x4
3x4
4x12
=3x4
3x4
3x4
3x6
3x4
=8x10
4x12
=3x42322212019181716151
12
14 46 47 48 13
2 1110
45
3 44
4 41 43
9
42
5 6 7 8T3
B1 B2
B4
1-8-8
0-8-12
-0-8-12
0-10-12
30-10-12
0-1-12
0-1-12
1-3-0
30-0-0
2-0-015-7-123-0-413-7-12 3-0-1218-8-8 2-7-1221-4-45-3-125-5-8 5-2-010-7-8 7-4-1228-9-0
0-10-4
21-6-0
1-5-1230-0-0
1-9-8
20-7-12
2-0-015-7-123-2-013-7-12 3-2-818-10-45-0-410-5-125-5-85-5-8 7-0-428-6-4Scale = 1:60.2
Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-4-4,0-1-12], [8:0-8-8,0-1-0], [10:0-9-4,0-0-12], [11:0-1-3,0-1-8], [14:0-4-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)0.13 13-14 >798 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(TL)-0.25 13-14 >423 180
TCDL 10.0 Rep Stress Incr NO WB 0.50 Horiz(TL)0.02 11 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 259 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T4:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W10,W1,W2,W11:2x4 SPF Stud, W12:2x6
SPF No.2
OTHERS 2x4 SPF Stud *Except* ST3,ST5,ST6:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-17,15-16
4-10-3 oc bracing: 14-15.
1 Row at midpt 9-14
WEBS 1 Row at midpt 8-17, 8-14, 6-19, 5-19, 7-18, 10-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-6-0. except 15=1-0-0, 11=0-4-0, 16=0-3-8
(lb) -Max Horiz23=-315 (LC 10)
Max UpliftAll uplift 100 (lb) or less at joint(s) 16 except 15=-452 (LC 13),
23=-132 (LC 91)
Max GravAll reactions 250 (lb) or less at joint(s) 16 except 15=1444 (LC
37), 23=1040 (LC 74)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1077/124, 3-4=-820/151, 4-41=-817/216, 41-42=-782/241, 5-42=-619/260, 5-6=-422/232, 6-7=-422/232, 7-8=-422/232, 8-9=-262/348, 9-43=-249/417, 43-44=-298/268, 44-45=-330/258, 10-45=-353/237, 10-11=-1054/271,
2-23=-987/158
BOT CHORD 22-23=-307/395, 21-22=-237/765, 20-21=-237/765, 19-20=-172/535, 18-19=-172/527, 17-18=-164/392, 14-15=-1430/438,
9-14=-686/456, 14-46=-278/1026, 46-47=-278/1026, 47-48=-278/1026, 13-48=-278/1026, 11-13=-265/1044
WEBS 4-20=-444/261, 5-20=-177/509, 14-17=-91/433, 8-14=-593/116, 8-18=-175/738, 6-19=-125/273, 5-19=-505/190,
7-18=-457/137, 2-22=-6/538, 10-14=-1022/496, 10-13=-179/279
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
5)Unbalanced snow loads have been considered for this design. 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 15.4 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
8)All plates are 1.5x4 MT20 unless otherwise indicated.
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 23=131, 15=452, 11=141.12)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T20GE 1 11904508-12T Piggyback Base Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:18 Page: 1
ID:EFE00UhuraSss5BnwcY5?dyJsPI-YNMiCbETUiCiHKSPZfnmBqi16MaRai6_B8sqC4yHeJJ
Continued on page 2
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)73 lb down and 69 lb up at 27-7-6 on top chord, and 24 lb down and 43 lb
up at 21-4-4, 24 lb down and 43 lb up at 23-6-4, 24 lb down and 43 lb up at 25-6-4, and 24 lb down and 43 lb up at 27-6-4, and 1 lb down and 27 lbup at 27-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-5=-51, 5-8=-61, 8-10=-51, 10-12=-51, 15-23=-20, 14-38=-20
Concentrated Loads (lb)
Vert: 15=-7, 46=-7, 47=-7, 48=-6
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T20GE 1 11904508-12T Piggyback Base Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:18 Page: 2
ID:EFE00UhuraSss5BnwcY5?dyJsPI-YNMiCbETUiCiHKSPZfnmBqi16MaRai6_B8sqC4yHeJJ
1212
3x4
5x6
3x4
=4x4
3x6
=3x4 =3x8
=6x6 =3x4
=3x8
4x12
1.5x4
2x4
=6x8
4x6
2x417
16 15 14 13
12111 102
18 9
3
244
232219
8
5 20 6 21 7T3
B1 B2
B4
0-8-12
-0-8-12
0-1-12
0-1-12
2-7-1221-4-44-0-814-8-0 4-0-818-8-85-3-125-5-8 5-2-010-7-8 5-9-1227-2-0
2-7-1221-6-05-0-410-5-125-5-85-5-8 5-8-027-2-08-4-818-10-4Scale = 1:58.3
Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-4-4,0-1-12], [7:0-3-8,0-2-0], [9:0-2-12,0-1-8], [11:0-2-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)0.05 10-11 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(TL)-0.28 13-14 >922 180
TCDL 10.0 Rep Stress Incr YES WB 0.49 Horiz(TL)0.01 12 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 181 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W4,W5,W6,W7:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. Except:
1 Row at midpt 8-11
WEBS 1 Row at midpt 6-13, 7-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=348/0-6-0, (min. 0-1-8), 12=819/0-6-0, (min. 0-1-11), 17=861/0-6-0, (min. 0-1-11)
Max Horiz17=342 (LC 13)
Max Uplift10=-38 (LC 13), 12=-212 (LC 17), 17=-89 (LC 16)
Max Grav10=461 (LC 39), 12=1092 (LC 39), 17=1084 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-1128/130, 3-18=-1015/133, 3-4=-859/157, 4-19=-881/212, 5-19=-673/252, 5-20=-514/236, 6-20=-514/236,
6-21=-335/192, 7-21=-335/192, 7-8=-383/250, 9-24=-360/44, 2-17=-1029/179, 9-10=-405/17
BOT CHORD 16-17=-357/389, 15-16=-238/760, 14-15=-238/760, 13-14=-151/467, 11-12=-1110/380, 8-11=-531/355
WEBS 4-14=-436/271, 5-14=-59/264, 6-14=-100/370, 6-13=-521/175, 7-13=-85/502, 11-13=-104/385, 7-11=-559/60, 2-16=0/577
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -0-8-12 to 2-3-4, Interior (1) 2-3-4 to 10-7-8, Exterior (2) 10-7-8 to 14-8-0, Interior (1) 14-8-0 to 18-8-8, Exterior (2) 18-8-8 to 22-11-7, Interior (1) 22-11-7 to 27-0-4
zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 17, 212 lb uplift at joint 12 and 38lb uplift at joint 10.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T21 1 11904508-12T Piggyback Base Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:19 Page: 1
ID:gEZu5LsOhIoRKGAhD27jtSyJfYe-0Zw4PxF5F0KZvT1c7MI?j2EHUmyrJ9V7QocNkWyHeJI
1212
4x10
6x8
=8x8
3x6
3x5
=6x6
4x4
=8x8
6x10
=6x6 =10x10
1.5x4 5x12
=6x6 MT18HS 3x10
1.5x4
=8x8
3x6
=3x4
3x6
2x422
21 28 2029 3019 18 3117 32 33 16 34
15114 13
122
23 11
3
10
27424
5
9
6 25 7 26 8
T3
B1 B2
B4
0-8-12
-0-8-12
0-3-10
0-3-10
2-10-027-2-02-7-1221-4-44-0-814-8-0 4-0-818-8-8 2-11-1224-4-03-4-27-3-6 3-4-210-7-83-7-103-11-4
2-7-1221-6-0 2-10-027-2-02-10-024-4-03-2-610-5-123-4-27-3-63-11-43-11-4 4-2-414-8-0 4-2-418-10-4Scale = 1:58.3
Plate Offsets (X, Y): [2:0-2-12,0-2-8], [5:0-0-8,0-1-12], [6:0-2-8,Edge], [8:0-9-0,0-1-0], [14:0-2-4,0-3-8], [15:Edge,0-3-8], [16:0-2-8,0-4-8], [19:0-3-8,0-4-12], [20:0-2-0,0-4-4], [21:0-3-8,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.11 19-20 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.50 Vert(TL)-0.25 19-20 >999 180 MT18HS 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.96 Horiz(TL)0.03 15 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 486 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2400F 2.0E *Except* B3:2x4 SPF No.2, B4:2x6 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W11,W15,W12,W13,W14,W4:2x4 SPF
Stud, W1:2x8 SP 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16
4-7-10 oc bracing: 14-15.
1 Row at midpt 9-14
WEBS 1 Row at midpt 8-14
REACTIONS (lb/size)12=2164/0-6-0, (min. 0-1-13), 15=6557/0-6-0, (min. 0-2-13),
22=8239/0-6-0, (min. 0-3-8)
Max Horiz22=306 (LC 9)
Max Uplift12=-247 (LC 9), 15=-995 (LC 13), 22=-1877 (LC 12)
Max Grav12=2284 (LC 35), 15=6819 (LC 35), 22=8464 (LC 35)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-9053/1983, 3-23=-8948/1997, 3-4=-8470/1429, 4-24=-8327/1435, 5-24=-8298/1444, 5-6=-7108/1163,
6-25=-4605/721, 7-25=-4605/721, 7-26=-4605/721, 8-26=-4605/721, 8-9=-2223/394, 9-27=-2084/280, 10-27=-2144/258,
10-11=-1779/213, 2-22=-8243/1820, 11-12=-2223/236
BOT CHORD 21-22=-423/645, 21-28=-1562/6327, 20-28=-1562/6327, 20-29=-1087/5926, 29-30=-1087/5926, 19-30=-1087/5926,
18-19=-779/4838, 18-31=-779/4838, 17-31=-779/4838, 17-32=-384/2800, 32-33=-384/2800, 16-33=-384/2800, 14-15=-6312/952, 9-14=-400/218, 13-14=-144/1192
WEBS 3-21=-1054/876, 6-19=-1126/5638, 6-17=-966/401, 7-17=-446/151, 8-17=-848/5424, 8-16=-160/1432, 14-16=-425/3115,
8-14=-5331/735, 2-21=-1243/6044, 10-14=-192/638, 10-13=-950/115, 11-13=-181/1467, 5-19=-2782/954, 3-20=-818/905,
5-20=-974/3177
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x4 -1 row at 0-6-0 oc, 2x8 -2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 -2 rows staggered at 0-5-0 oc, 2x4 -1 row at 0-9-0 oc.Web 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) facein 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone;
cantilever left exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate gripDOL=1.60
5)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
6)Unbalanced snow loads have been considered for this design.
7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
8)Provide adequate drainage to prevent water ponding.
9)All plates are MT20 plates unless otherwise indicated.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T22 1 21904508-12T Piggyback Base Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:20 Page: 1
ID:KRzQb8SZrYIrYPhtO3zRg4yJfWb-UmUSdHGk0KSQWdcog4pEGFnSuAG_2VQHfSLxHzyHeJH
Continued on page 2
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1877 lb uplift at joint 22, 995 lb uplift at joint 15 and 247 lb uplift at joint 12.
12)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)2143 lb down and 1514 lbup at 3-11-4, 1554 lb down and 147 lb up at
6-0-0, 1542 lb down and 142 lb up at 8-0-0, 1672 lb down and 174 lb up at 10-0-0, 1687 lb down and179 lb up at 12-0-0, 1688 lb down and 179 lb up at 14-0-0, 1688 lb
down and 179 lb up at 16-0-0, and 1481 lb down and 170 lb up at 18-0-0, and 1481 lb down and 170 lb up at 20-0-0 on bottomchord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-6=-51, 6-8=-61, 8-11=-51, 15-22=-20, 12-14=-20
Concentrated Loads (lb)
Vert: 18=-1687, 21=-2143, 28=-1554, 29=-1542, 30=-1672, 31=-1688, 32=-1688, 33=-1481, 34=-1481
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T22 1 21904508-12T Piggyback Base Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:20 Page: 2
ID:KRzQb8SZrYIrYPhtO3zRg4yJfWb-UmUSdHGk0KSQWdcog4pEGFnSuAG_2VQHfSLxHzyHeJH
12
12
6x8
4x8
=8x8
3x10
=8x8
4x6
3x10
=8x8
4x8
6x8
12
15 1116 17 10 18 199
8 71
62
3 5
1413
4
B1
0-8-12
14-8-12
0-8-12
-0-8-12
0-2-12
14-0-0
0-2-12
0-2-12
3-4-2
3-6-14
3-4-2
13-9-4
3-5-2
10-5-2
3-5-2
7-0-0
3-5-2
10-5-2
3-5-2
7-0-0
3-6-14
14-0-0
3-6-14
3-6-14Scale = 1:47.1
Plate Offsets (X, Y): [8:Edge,0-5-8], [9:0-3-8,0-4-8], [10:0-4-0,0-4-8], [11:0-3-8,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)0.05 9-10 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.41 Vert(TL)-0.10 9-10 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.64 Horiz(TL)0.01 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 195 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SPF Stud *Except* W1:2x6 SPF No.2, W5:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)8=4131/0-6-0, (min. 0-1-12), 12=6029/0-6-0, (min. 0-2-8)
Max Horiz12=-240 (LC 36)
Max Uplift8=-1423 (LC 13), 12=-1186 (LC 12)
Max Grav8=4178 (LC 2), 12=6029 (LC 1)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5274/1114, 3-13=-3662/1014, 4-13=-3598/1030, 4-14=-3600/1029, 5-14=-3664/1013, 5-6=-4469/1609,
2-12=-4697/971, 6-8=-4135/1450
BOT CHORD 12-15=-353/850, 11-15=-353/850, 11-16=-791/3666, 16-17=-791/3666, 10-17=-791/3666, 10-18=-1047/3091,18-19=-1047/3091, 9-19=-1047/3091, 8-9=-94/258
WEBS 3-11=-241/2403, 2-11=-571/2983, 3-10=-1782/320, 4-10=-1342/4909, 5-10=-923/883, 5-9=-1031/1168, 6-9=-1026/2958
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 -2 rows staggered at 0-4-0 oc.
Web 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) facein 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
6)Unbalanced snow loads have been considered for this design.
7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1186 lb uplift at joint 12 and 1423 lb uplift at joint 8.10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)2736 lb down and 458 lb up at 2-0-0, 1568 lb down and 211 lb up at 4-0-0,
1505 lb down and 184 lb up at 6-0-0, and 1425 lb down and 151 lb up at 8-0-0, and 1985 lb down and1508 lb up at 10-0-0 onbottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T23 1 21904508-12T Common Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:21 Page: 1
ID:pqqd0AEWSo0eP483SdSr9TyJfHN-yy1rqdHMndaH8nB_EnLToTKf9addn1gQu65UpPyHeJG
Continued on page 2
Vert: 1-2=-51, 2-4=-51, 4-6=-51, 6-7=-51, 8-12=-20
Concentrated Loads (lb)
Vert: 15=-2736, 16=-1568, 17=-1505, 18=-1425, 19=-1869
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T23 1 21904508-12T Common Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:21 Page: 2
ID:pqqd0AEWSo0eP483SdSr9TyJfHN-yy1rqdHMndaH8nB_EnLToTKf9addn1gQu65UpPyHeJG
12
12
3x4
3x4
=3x4
3x4
3x4
19
18 17 16 15 14 13
12
111
102
3 9
4 8
212057
6
B1
0-8-12
14-8-12
0-8-12
-0-8-12
7-0-0
14-0-0
7-0-0
7-0-0
14-0-0Scale = 1:45.3
Plate Offsets (X, Y): [6:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 12 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 75 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-0-0.
(lb) -Max Horiz19=-240 (LC 14)
Max UpliftAll uplift 100 (lb) or less at joint(s) 12 except 13=-220 (LC 17),
14=-134 (LC 17), 17=-132 (LC 16), 18=-223 (LC 16), 19=-102
(LC 12)
Max GravAll reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17,
18, 19
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) -0-8-12 to 2-0-0, Exterior (2) 2-0-0 to 7-0-0, Corner (3) 7-0-0 to 10-0-0, Exterior (2)10-0-0 to 14-8-12 zone; cantilever left and rightexposed ; end vertical left and
right exposed;C-C for members and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable requires continuous bottom chord bearing.
9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
10)Gable studs spaced at 2-0-0 oc.
11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 19=101, 17=132, 18=223, 14=133, 13=220.13)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T23GE 1 11904508-12T Common Supported Gable Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:21 Page: 1
ID:nBl4goW4ytqqa75O0pL9JKyJfEQ-yy1rqdHMndaH8nB_EnLToTKi7ai9n8TQu65UpPyHeJG
12
12
=3x6 1.5x4
=5x6
=3x4 =4x4
=3x4 1.5x4
=4x10
=5x6
=3x4
3x6
1.5x4
24 13 12 25 26 11 27 28 1029 30 9
8
1 7
617
3 20 21 42219 2318 52
T2
B1 B2
0-8-12
17-7-12
0-1-12
16-11-0
1-1-13
16-9-4
2-0-9
2-0-9
4-5-12
6-6-4
4-5-12
15-7-7
4-7-8
11-1-12
1-1-13
16-11-0
1-10-13
1-10-13
4-7-8
11-1-12
4-7-8
15-9-3
4-7-8
6-6-4
Scale = 1:35.8
Plate Offsets (X, Y): [1:0-6-0,0-1-4], [2:0-3-9,0-2-8], [5:0-3-9,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.09 10-11 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.59 Vert(TL)-0.17 10-11 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.64 Horiz(TL)0.03 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 68 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=635/ Mechanical, (min. 0-1-8), 8=679/0-6-0, (min. 0-1-8)
Max Horiz1=75 (LC 82)
Max Uplift1=-330 (LC 8), 8=-302 (LC 8)
Max Grav1=863 (LC 34), 8=932 (LC 34)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-1137/440, 2-17=-1098/409, 2-18=-1982/591, 18-19=-1982/591, 3-19=-1983/591, 3-20=-1874/550,
20-21=-1874/550, 4-21=-1874/550, 4-22=-1875/550, 22-23=-1875/550, 5-23=-1874/550, 5-6=-659/236, 6-8=-957/298
BOT CHORD 1-24=-361/823, 13-24=-324/823, 12-13=-324/820, 12-25=-324/820, 25-26=-324/820, 11-26=-324/820, 11-27=-599/1982, 27-28=-599/1982, 10-28=-599/1982, 10-29=-188/538, 29-30=-188/538, 9-30=-188/538
WEBS 2-11=-316/1303, 3-11=-454/157, 4-10=-492/173, 5-10=-398/1476, 5-9=-409/176, 6-9=-234/718
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 1 and 302 lb uplift at joint 8.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)40 lb down and 72 lb up at 1-1-3, 123 lb down and 139 lb up at 2-0-9, 72
lb down and 44 lb up at 3-6-4, 72 lb down and 44 lb up at 5-6-4, 72 lb down and 44 lb up at 7-6-4, 72 lb down and 44 lb upat 9-6-4, 72 lb down and 44 lb up at 11-6-4, and
72 lb down and 44 lb up at 13-6-4, and 123 lb down and 139 lb up at 15-7-7 on top chord, and 7 lb down and 22 lb up at 1-1-3, 29 lb down and 26 lb up at 2-0-9, 16 lb down
and 14 lb up at 3-6-4, 16 lb down and 14 lb up at 5-6-4, 16 lb down and 14 lb up at 7-6-4, 16 lb down and 14 lb up at 9-6-4, 16 lb down and 14 lb up at 11-6-4, and 16 lb
down and 14 lb up at 13-6-4, and 29 lb down and 26 lb up at 15-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-5=-61, 5-6=-51, 6-7=-51, 8-14=-20
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T24 1 11904508-12T Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:22 Page: 1
ID:DqLcq0evB8KDXnpz8?zgmkyJfAO-yy1rqdHMndaH8nB_EnLToTKeXaapn1gQu65UpPyHeJG
Continued on page 2
Concentrated Loads (lb)
Vert: 2=24, 5=24, 13=3, 9=3, 24=-3, 25=0, 26=0, 27=0, 28=0, 29=0, 30=0
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T24 1 11904508-12T Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:22 Page: 2
ID:DqLcq0evB8KDXnpz8?zgmkyJfAO-yy1rqdHMndaH8nB_EnLToTKeXaapn1gQu65UpPyHeJG
12
12
=3x8 2x4
3x6
=3x10
=3x4
=5x6 1.5x4
=4x8 =3x10
5x8
1.5x4
4x6
1.5x4
1
14 9 8
7
6
12 11 1013
2
15 5174163
T2
B1 B5
B3
0-1-12
16-11-0
0-8-12
17-7-12
1-3-5
3-2-9
1-11-4
1-11-4
2-3-13
16-9-4
5-7-7
8-10-0
5-7-7
14-5-7
0-11-13
3-0-13
2-1-0
2-1-0
2-6-0
16-11-0
5-7-0
14-5-0
5-9-3
8-10-0
Scale = 1:37.6
Plate Offsets (X, Y): [1:0-5-1,0-1-8], [3:0-3-9,0-2-8], [5:0-4-12,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.09 11 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(TL)-0.17 11-12 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.50 Horiz(TL)0.10 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 76 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x6 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=649/ Mechanical, (min. 0-1-8), 8=704/0-6-0, (min. 0-1-8)
Max Horiz1=-98 (LC 12)
Max Uplift1=-94 (LC 17), 8=-152 (LC 17)
Max Grav1=804 (LC 39), 8=886 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1847/269, 2-15=-1509/205, 3-15=-1486/208, 3-16=-1972/290, 4-16=-1973/289, 4-17=-1965/287, 5-17=-1980/286, 5-6=-1252/175, 6-8=-859/179
BOT CHORD 2-13=-112/503, 12-13=-251/1353, 11-12=-181/1142, 10-11=-110/942
WEBS 2-12=-347/106, 3-12=-12/376, 3-11=-151/893, 4-11=-599/178, 5-11=-178/1096, 1-13=-228/1172, 6-10=-100/879
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-1-4 to 2-10-12, Interior (1) 2-10-12 to 3-2-9, Exterior (2) 3-2-9 to 7-5-7, Interior (1) 7-5-7 to 14-6-12, Exterior (2) 14-6-12 to 17-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 8 and 94 lb uplift at joint 1.10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T25 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:23 Page: 1
ID:2FEJfuwKmCDynJ4O_Kt3CbyJfA1-uK9bFJIcJEq?N5LNMCNxuuPxCNGfFyLjLQabtIyHeJE
12
12
3x6
=5x8
=8x10
=4x10
4x6
2x4
=8x10
=6x6
=8x8
=8x8 2x4
=4x10
=6x6
=3x4
3x6
2x4
=5x12
3x6
=4x4
20
26 271928
18 12 11
10
9
17 16 15 14 13
25121234
8
22
5 23 6 24 7
T1
T3
B1 B5
B3
0-4-3
6-2-7
0-1-12
6-4-3
0-8-12
21-6-12
0-1-12
20-10-0
1-3-5
18-5-12
2-6-6
5-10-4
1-11-6
8-3-9
2-2-8
20-8-4
3-3-14
3-3-14
4-5-7
12-9-0
4-5-7
17-2-7
0-11-13
18-4-0
2-1-13
8-1-13
2-6-0
20-10-0
2-8-2
6-0-0
3-3-14
3-3-14
4-7-3
12-9-0
4-7-3
17-4-3
Scale = 1:41.7
Plate Offsets (X, Y): [2:0-3-8,0-2-0], [4:0-2-12,0-4-0], [5:0-4-0,0-3-0], [7:0-3-0,0-1-12], [16:0-3-8,0-4-0], [17:0-3-4,Edge], [18:Edge,0-3-8], [19:0-3-12,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.16 16-17 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.58 Vert(TL)-0.31 16-17 >783 180
TCDL 10.0 Rep Stress Incr NO WB 1.00 Horiz(TL)0.12 11 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 152 lb FT = 20%
LUMBER
TOP CHORD 2x6 SP 2400F 2.0E *Except* T4:2x4 SPF No.2
BOT CHORD 2x6 SP 2400F 2.0E *Except* B2,B4:2x4 SP 2400F 2.0E, B5:2x6 SPF
No.2
WEBS 2x4 SPF Stud *Except* W2,W3:2x4 SPF No.2, W4:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)11=1065/0-6-0, (min. 0-1-15), 20=1979/0-6-0, (min. 0-1-15)
Max Horiz20=-154 (LC 8)
Max Uplift11=-141 (LC 8), 20=-476 (LC 8)
Max Grav11=1230 (LC 37), 20=2310 (LC 37)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-2175/436, 1-21=-2799/528, 2-21=-2799/528, 2-3=-5392/846, 3-4=-5513/863, 4-22=-3588/515, 5-22=-3552/530, 5-23=-2286/322, 6-23=-2286/322, 6-24=-2291/324, 7-24=-2283/325, 7-8=-1620/226, 8-25=-1593/196, 9-25=-1634/188,
9-11=-1171/148
BOT CHORD 19-28=-117/695, 18-28=-117/695, 17-18=-51/307, 16-17=-924/5575, 15-16=-421/2573, 14-15=-147/1201,
13-14=-119/1133
WEBS 1-19=-662/3395, 2-19=-1757/260, 17-19=-461/2262, 2-17=-411/2915, 4-16=-3574/631, 5-16=-344/2316, 5-15=-464/158,
6-15=-514/151, 7-15=-241/1353, 9-13=-113/1074, 4-17=-301/125
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 20 and 141lb uplift at joint 11.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)106 lb down and 67 lb upat 0-10-0, and 214 lb down and 78 lb up at
2-10-0, and 1098 lb down and 291 lb up at 3-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-61, 4-5=-51, 5-7=-61, 7-9=-51, 9-10=-51, 18-20=-20, 13-17=-20, 11-12=-20
Concentrated Loads (lb)
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T26 1 11904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:23 Page: 1
ID:xs7WsujsiHcOoOGqEfuEMhyJey5-uK9bFJIcJEq?N5LNMCNxuuPzmNGRFqXjLQabtIyHeJE
Continued on page 2
Vert: 26=-92, 27=-203, 28=-1098
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T26 1 11904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:23 Page: 2
ID:xs7WsujsiHcOoOGqEfuEMhyJey5-uK9bFJIcJEq?N5LNMCNxuuPzmNGRFqXjLQabtIyHeJE
12
12
1.5x4
=3x4
=4x10
=3x4 1.5x4
1.5x4
=5x12
4x8
1.5x4 =3x8
=6x6 =5x6
=3x4
3x6
1.5x4
=4x8
3x6
=3x4
19
18
17 11 10
91615141312
8
28
27
1 220 3 4 7
26
21
6222324255
T1
T3
B1 B5
B3
0-8-12
21-6-12
0-1-12
20-10-0
1-1-15
7-0-3
2-10-4
5-10-4
3-0-0
3-0-0
2-2-8
20-8-4
2-5-6
9-5-9
2-5-5
18-5-12
6-6-15
16-0-7
1-1-15
7-1-15
2-1-14
9-3-13
2-1-13
18-4-0
2-6-0
20-10-0
3-0-0
3-0-0
3-0-0
6-0-0
6-10-7
16-2-3
Scale = 1:41.7
Plate Offsets (X, Y): [4:0-6-0,0-2-4], [5:0-4-1,0-3-0], [6:0-3-9,0-2-8], [12:0-5-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.08 15 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(TL)-0.19 13-14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.09 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 113 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W9:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)10=824/0-6-0, (min. 0-1-8), 19=809/0-6-0, (min. 0-1-12)
Max Horiz19=-202 (LC 14)
Max Uplift10=-71 (LC 17), 19=-122 (LC 12)
Max Grav10=971 (LC 42), 19=1111 (LC 41)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-2003/274, 3-20=-2003/274, 3-4=-2034/275, 4-21=-1696/244, 5-21=-1650/257, 5-22=-1207/229, 22-23=-1207/229, 23-24=-1207/229, 24-25=-1207/229, 6-25=-1207/229, 6-26=-1078/199, 7-26=-1123/187, 7-27=-1127/176, 27-28=-1134/168, 8-28=-1168/159, 8-10=-936/192
BOT CHORD 18-19=-115/882, 3-16=-262/77, 15-16=-208/2168, 14-15=-209/2166, 13-14=-56/833, 12-13=-40/790
WEBS 4-16=-357/79, 4-14=-1277/233, 5-14=-51/758, 6-14=-80/452, 6-13=-7/258, 16-18=-113/819, 2-19=-1293/179,
2-16=-150/1400, 8-12=-40/763
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 3-0-0, Interior (1) 3-0-0 to 9-5-9, Exterior (2) 9-5-9 to 12-5-9, Interior (1) 12-5-9 to 16-0-7, Exterior (2) 16-0-7 to 19-0-7, Interior (1) 19-0-7 to21-6-12
zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 19 and 71 lb uplift at joint 10.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T27 1 11904508-12T Roof Special Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:24 Page: 1
ID:mOCLdCyy9PXj8?CBbZXszOyJejb-NXjzSfJE4Yys?FwZvwuAQ5y3_ncB_N1sa4J8QkyHeJD
12
12
=4x4
=3x8
3x4
3x4
=6x10
4x12
1.5x4
=3x5
=6x6 =5x6
=3x8
3x8
1.5x4
=4x8
3x6
=3x4
17 16 10 9
81514131211
7
6
1 18 19 2 243
20
23
542122
T1
T3
B1 B5
B3
0-8-12
21-6-12
0-1-12
20-10-0
1-9-15
7-8-3
2-2-8
20-8-4
2-11-6
10-7-9
4-2-15
14-10-7
3-7-5
18-5-12
5-10-4
5-10-4
1-9-15
7-9-15
2-7-14
10-5-13
2-6-0
20-10-0
3-3-13
18-4-0
4-6-7
15-0-3
6-0-0
6-0-0Scale = 1:43.9
Plate Offsets (X, Y): [4:0-4-1,0-3-0], [5:0-3-9,0-2-8], [11:0-5-8,0-2-4], [15:0-2-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.08 14 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.44 Vert(TL)-0.16 14 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.73 Horiz(TL)0.07 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 119 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=812/0-6-0, (min. 0-1-11), 17=804/0-6-0, (min. 0-1-11)
Max Horiz17=-242 (LC 12)
Max Uplift9=-80 (LC 17), 17=-129 (LC 16)
Max Grav9=1059 (LC 41), 17=1077 (LC 40)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-1011/162, 1-18=-1564/250, 18-19=-1564/250, 2-19=-1564/250, 2-3=-1550/243, 3-20=-1249/233, 4-20=-1200/246,
4-21=-672/192, 21-22=-672/192, 5-22=-672/192, 5-23=-913/211, 23-24=-915/197, 6-24=-1026/184, 6-7=-1242/174,
7-9=-1018/183
BOT CHORD 2-15=-560/165, 14-15=-148/1636, 13-14=-147/1639, 12-13=-75/862, 11-12=-54/859
WEBS 1-15=-209/1701, 3-15=-402/49, 3-13=-1069/215, 4-13=-105/836, 4-12=-313/77, 5-12=-43/386, 6-12=-280/154, 7-11=-52/820
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-7-9, Exterior (2) 10-7-9 to 13-7-9, Interior (1) 13-7-9 to 14-10-7, Exterior (2) 14-10-7 to17-10-7, Interior (1) 17-10-7 to
21-6-12 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 17 and 80 lb uplift at joint 9.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T28 1 11904508-12T Roof Special Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:24 Page: 1
ID:kTbNk01rfFCJmRMFghdBxfyJegv-NXjzSfJE4Yys?FwZvwuAQ5y6Hnfs_L?sa4J8QkyHeJD
12
12
2x4
=MT18HS 6x12
=5x12
=8x8 3x8
2x4
=MT18HS 10x14
3x10
=8x8
=8x8
=10x10 =MT18HS 6x12
=6x6
3x8
2x4
=5x12
4x8
=6x6
19
24 2518 26
17 11 10 9
8
16 27 15 28 14 29 13 30 12
7
1 2 20 3 4
21
23
5 22 6
T1
T3
B1 B5
B3
0-8-12
21-6-12
0-1-12
20-10-0
1-10-15
7-9-3
2-8-8
5-10-4
2-2-8
20-8-4
3-1-12
3-1-12
3-11-7
14-8-11
3-0-2
10-9-5
3-9-1
18-5-12
1-7-7
7-7-7
2-6-0
20-10-0
2-10-4
6-0-0
3-0-2
10-7-9
3-1-12
3-1-12
3-5-9
18-4-0
4-2-15
14-10-7Scale = 1:44.4
Plate Offsets (X, Y): [2:0-2-12,0-1-8], [4:0-5-4,0-4-0], [5:0-7-0,0-4-0], [6:0-9-0,0-1-12], [8:0-3-4,0-1-8], [10:0-3-0,0-2-0], [13:0-3-0,0-4-4], [14:0-4-0,0-4-8], [16:0-3-0,0-5-0], [18:0-3-8,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.14 14-15 >999 240 MT18HS 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.89 Vert(TL)-0.32 14-15 >778 180 MT20 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.99 Horiz(TL)0.16 10 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 490 lb FT = 20%
LUMBER
TOP CHORD 2x6 SP 2400F 2.0E *Except* T4:2x4 SPF No.2
BOT CHORD 2x6 SP 2400F 2.0E *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF Stud *Except* W3,W8,W12:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12.REACTIONS (lb/size)10=7572/0-6-0, (min. 0-2-3), 19=10936/0-6-0, (min. 0-3-1)
Max Horiz19=-238 (LC 58)
Max Uplift10=-1869 (LC 13), 19=-1604 (LC 12)
Max Grav10=7830 (LC 37), 19=11205 (LC 36)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-273/51, 2-20=-15546/2279, 3-20=-15546/2279, 3-4=-15698/2301, 4-21=-13070/2059, 5-21=-13014/2079,
5-22=-9220/1522, 6-22=-9213/1523, 6-23=-9879/2042, 7-23=-10000/2039, 7-8=-11047/2727, 8-10=-7726/1913
BOT CHORD 19-24=-1119/7504, 24-25=-1119/7504, 18-25=-1119/7504, 18-26=-151/1032, 17-26=-151/1032, 16-17=-155/1296, 3-16=-415/101, 16-27=-2642/17750, 15-27=-2642/17750, 15-28=-2629/17652, 14-28=-2629/17652, 14-29=-1372/7000, 13-29=-1372/7000, 13-30=-1936/7867, 12-30=-1936/7867, 7-12=-834/1116, 10-11=0/311
WEBS 2-19=-11818/1726, 2-18=-190/1010, 16-18=-1031/6898, 2-16=-1714/11393, 4-16=-3707/650, 4-14=-11340/1694,
5-14=-1333/8471, 6-14=-130/3836, 6-13=-1378/3930, 7-13=-925/791, 4-15=-249/1842, 8-12=-1801/7472
NOTES
1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-6-0 oc, 2x6 -2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 -3 rows staggered at 0-5-0 oc, 2x4 -1 row at 0-9-0 oc.
Web 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) facein 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
6)Unbalanced snow loads have been considered for this design.
7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.8)Provide adequate drainage to prevent water ponding.9)All plates are MT20 plates unless otherwise indicated.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1604 lb uplift at joint 19 and 1869 lb uplift at joint 10.
12)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T29 1 31904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:25 Page: 1
ID:5bcgKEkISazJB6eLRofF9OyJeei-rjHLg?Ksrs4jdOVlTdPPzJUJGBu3jkB0ok3iyAyHeJC
Continued on page 2
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)2063 lb down and 271 lb up at 0-10-0, 2060 lb down and 274 lb up at
2-10-0, 2060 lb down and 274 lb up at 4-10-0, 2062 lb down and 273 lb up at 6-10-0, 2062 lb down and 273 lb up at 8-10-0, 1659 lb down and 169 lb up at 10-10-0, 1504 lb down and 135 lb up at 12-10-0, and 1551 lb down and 154 lb up at 14-10-0, and 1984 lb down and 1509 lb up at 16-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-61, 4-5=-51, 5-6=-61, 6-8=-51, 8-9=-51, 17-19=-20, 12-16=-20, 10-11=-20
Concentrated Loads (lb)
Vert: 14=-1659, 13=-1551, 24=-2063, 25=-2060, 26=-2060, 27=-2062, 28=-2062, 29=-1504, 30=-1873
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T29 1 31904508-12T Roof Special Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:25 Page: 2
ID:5bcgKEkISazJB6eLRofF9OyJeei-rjHLg?Ksrs4jdOVlTdPPzJUJGBu3jkB0ok3iyAyHeJC
4
12
3x8
3x8
3x10
3x8
=4x6
1.5x4
10 5 11
4
1
2
9
3
B1
HW1
3-2-4
3-2-4
3-2-4
6-4-8
3-2-4
6-4-8
3-2-4
3-2-4
Scale = 1:29.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.02 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.77 Vert(TL)-0.05 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.51 Horiz(TL)0.01 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=959/0-6-0, (min. 0-1-8), 4=1109/ Mechanical, (min. 0-1-8)
Max Horiz1=103 (LC 11)
Max Uplift1=-282 (LC 8), 4=-271 (LC 12)
Max Grav1=960 (LC 18), 4=1118 (LC 18)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1661/457
BOT CHORD 1-10=-439/1553, 5-10=-439/1553, 5-11=-439/1553, 4-11=-439/1553
WEBS 2-5=-274/1143, 2-4=-1719/513
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 1 and 271 lb uplift at joint 4.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)843 lb down and 350 lb up at 2-5-4, and 784 lb down and 114 lb up at
4-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-51, 4-6=-20
Concentrated Loads (lb)
Vert: 10=-843, 11=-784
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T30 1 11904508-12T Jack-Closed Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:26 Page: 1
ID:N_nVY2eXWEcRKMr0MJKg37yJf03-JvrktLLUb9DZEY4y1LweVW1ZUbFASJx91OoFUdyHeJB
4
12
3x8 3x5
3x5
5 4
1
2
6
7
3
B1
1-2-12
-1-2-12
6-4-8
6-4-8
0-1-8
6-4-8
6-3-0
6-3-0
Scale = 1:29.9
Plate Offsets (X, Y): [4:Edge,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.05 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.29 Vert(TL)-0.13 4-5 >553 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=207/ Mechanical, (min. 0-1-8), 5=293/0-6-0, (min. 0-1-8)
Max Horiz5=120 (LC 13)
Max Uplift4=-58 (LC 16), 5=-106 (LC 12)
Max Grav4=234 (LC 2), 5=335 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-288/202
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 6-2-12 zone; cantilever left and right exposed ; end vertical left andright 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 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 liveloads.
6)Refer to girder(s) for truss to truss connections.7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 5 and 58 lb uplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T31 1 11904508-12T Jack-Closed Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:26 Page: 1
ID:w2YE9S5sjcBdBZs1lSTHnxyJeyu-JvrktLLUb9DZEY4y1LweVW1VabNgSQu91OoFUdyHeJB
4
12
3x4
2x4
3x4
2x4
4 3
1
2
B1
3-4-8
0-1-8
3-4-8
3-3-0
3-3-0
Scale = 1:29.6
Plate Offsets (X, Y): [3:Edge,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)0.00 3-4 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)-0.01 3-4 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR
BCDL 10.0 Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=109/ Mechanical, (min. 0-1-8), 4=109/0-6-0, (min. 0-1-8)
Max Horiz4=104 (LC 13)
Max Uplift3=-50 (LC 13), 4=-27 (LC 12)
Max Grav3=123 (LC 2), 4=123 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4 and 50 lbuplift at joint 3.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T32 1 11904508-12T Jack-Closed Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:26 Page: 1
ID:adoCFNS3uWrW90acy2U4T2yJeyR-JvrktLLUb9DZEY4y1LweVW1YibQKSQu91OoFUdyHeJB
7
12
3x6
3x5
=4x4
=6x6
=3x4 =3x8
=3x4 1.5x4
=4x10
=6x6
=4x4
3x5
3x6
15
14 25 13 26 1227 28 29 11 30 31 10
9
1 8
2 7
419 20 21 5 2218 2317 2416 63
T2
B1 B2
0-1-12
0-1-12
0-1-12
21-8-0
1-2-12
-1-2-12
1-2-12
22-10-12
2-11-4
21-6-4
2-11-4
3-1-0
5-1-7
8-2-7
5-1-7
18-7-0
5-3-3
13-5-9
2-11-4
21-8-0
2-11-4
2-11-4
5-3-3
18-8-12
5-3-3
8-2-7
5-3-3
13-5-9
Scale = 1:42.2
Plate Offsets (X, Y): [12:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)0.19 11-12 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.72 Vert(TL)-0.28 11-12 >923 180
TCDL 10.0 Rep Stress Incr NO WB 0.63 Horiz(TL)0.05 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 90 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=916/0-4-0, (min. 0-1-10), 15=918/0-4-0, (min. 0-1-10)
Max Horiz15=-98 (LC 10)
Max Uplift9=-691 (LC 8), 15=-701 (LC 9)
Max Grav9=1052 (LC 34), 15=1055 (LC 34)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1285/914, 3-16=-2443/1482, 16-17=-2444/1482, 17-18=-2445/1482, 4-18=-2447/1482, 4-19=-2442/1474,
19-20=-2442/1474, 20-21=-2442/1474, 5-21=-2442/1474, 5-22=-2444/1475, 22-23=-2442/1475, 23-24=-2442/1475,
6-24=-2441/1475, 6-7=-1281/901, 2-15=-1036/694, 7-9=-1034/684
BOT CHORD 14-25=-831/1124, 13-25=-831/1124, 13-26=-831/1124, 12-26=-831/1124, 12-27=-1494/2445, 27-28=-1494/2445, 28-29=-1494/2445, 11-29=-1494/2445, 11-30=-786/1121, 30-31=-786/1121, 10-31=-786/1121
WEBS 3-12=-766/1473, 4-12=-530/263, 5-11=-530/259, 6-11=-771/1473, 2-14=-818/1150, 7-10=-807/1147
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 lb uplift at joint 15 and 691lb uplift at joint 9.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)127 lb down and 224 lb up at 3-1-0, 84 lb down and 64 lb up at 4-6-4, 84
lb down and 64 lb up at 6-6-4, 84 lb down and 64 lb up at 8-6-4, 84 lb down and 64 lb up at 10-6-4, 84 lb down and 64 lb up at 12-6-4, 84 lb down and 64 lb up at 14-6-4,
and 84 lb down and 64 lb up at 16-6-4, and 127 lb down and 224 lb up at 18-7-0 on top chord, and 62 lb down and 100 lb up at 3-1-0, 18 lb down and 37 lb up at 4-6-4, 18 lb
down and 37 lb up at 6-6-4, 18 lb down and 37 lb up at 8-6-4, 18 lb down and 37 lb up at 10-6-4, 18 lb down and 37 lb up at 12-6-4, 18 lb down and37 lb up at 14-6-4, and
18 lb down and 37 lb up at 16-6-4, and 62 lb down and 100 lb up at 18-6-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-3=-51, 3-6=-61, 6-7=-51, 7-8=-51, 9-15=-20
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T33 1 11904508-12T Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:27 Page: 1
ID:uarX6HhHX2FT?rRHM610ALyJecB-JvrktLLUb9DZEY4y1LweVW1SdbGxSH391OoFUdyHeJB
Continued on page 2
Concentrated Loads (lb)
Vert: 3=30, 6=30, 14=-4, 10=-4, 17=-4, 18=-4, 19=-4, 20=-4, 21=-4, 22=-4, 23=-4, 25=-7, 26=-7, 27=-7, 28=-7, 29=-7, 30=-7, 31=-7
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T33 1 11904508-12T Hip Girder Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:27 Page: 2
ID:uarX6HhHX2FT?rRHM610ALyJecB-JvrktLLUb9DZEY4y1LweVW1SdbGxSH391OoFUdyHeJB
7
12
3x6
4x6
=4x4
=6x6
=3x4 =3x8
1.5x4 =6x6
=4x4
4x6
3x6
12
11 10 9 8
7
1
2 6
2013
14
19
4 171615 183 5
T2
B1 B2
0-1-12
0-1-12
1-2-12
-1-2-12
5-9-0
10-10-0
5-9-0
16-7-0
4-11-4
5-1-0
5-1-0
21-8-0
4-11-4
21-8-0
4-11-4
4-11-4
5-10-12
10-10-0
5-10-12
16-8-12
Scale = 1:40.5
Plate Offsets (X, Y): [2:0-3-0,0-1-12], [6:Edge,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.09 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.33 Vert(TL)-0.14 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.42 Horiz(TL)0.03 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 92 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)7=812/0-6-0, (min. 0-1-8), 12=886/0-4-0, (min. 0-1-8)
Max Horiz12=121 (LC 13)
Max Uplift7=-277 (LC 12), 12=-284 (LC 13)
Max Grav7=877 (LC 38), 12=956 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1222/815, 13-14=-1212/822, 3-14=-1158/841, 3-15=-1620/1067, 15-16=-1620/1067, 4-16=-1623/1067,4-17=-1623/1067, 17-18=-1620/1067, 5-18=-1619/1067, 5-19=-1161/845, 19-20=-1194/830, 6-20=-1225/819,2-12=-912/640, 6-7=-832/582
BOT CHORD 10-11=-681/1035, 9-10=-681/1035, 8-9=-683/1040
WEBS 3-9=-366/696, 4-9=-631/204, 5-9=-358/690, 2-11=-565/975, 6-8=-591/980
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 5-1-0, Exterior (2) 5-1-0 to 9-3-15, Interior(1) 9-3-15 to 16-7-0, Exterior (2) 16-7-0 to 20-9-15, Interior (1) 20-9-15to 21-6-4
zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 12 and 277lb uplift at joint 7.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T34 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:28 Page: 1
ID:sZwYBnCp?SvAPaBDvjlFTjyJeXe-FIyUI0Ml7nTHUsDK8lz6bx6oBO1TwEpSViHMZVyHeJ9
7
12
3x6
5x10
=3x4 =4x8
=5x6 =3x4 =5x6
=4x8
5x10
3x6
11
10 9 8
7
1
2 6
12 2113201419
416 1715 18 53
T2
B1 B2
0-2-12
0-2-12
1-2-12
-1-2-12
3-9-0
10-10-0
3-9-0
14-7-0
6-10-4
7-1-0
7-1-0
21-8-0
6-11-4
21-8-0
6-11-4
6-11-4
7-9-8
14-8-12
Scale = 1:40.5
Plate Offsets (X, Y): [2:0-4-15,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)0.11 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.45 Vert(TL)-0.16 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.40 Horiz(TL)0.02 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 95 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W1:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)7=786/0-6-0, (min. 0-1-8), 11=865/0-4-0, (min. 0-1-11)
Max Horiz11=153 (LC 13)
Max Uplift7=-220 (LC 12), 11=-227 (LC 13)
Max Grav7=937 (LC 39), 11=1078 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-1128/771, 12-13=-1030/780, 13-14=-1011/783, 3-14=-975/808, 3-15=-844/746, 15-16=-845/746, 4-16=-846/746, 4-17=-851/745, 17-18=-849/745, 5-18=-848/745, 5-19=-981/807, 19-20=-993/784, 20-21=-1011/782, 6-21=-1128/777, 2-11=-1017/600, 6-7=-875/538
BOT CHORD 10-11=-299/471, 9-10=-299/471, 8-9=-665/1001, 7-8=-192/316
WEBS 3-9=-276/281, 5-8=-262/273, 2-9=-390/675, 6-8=-440/716, 4-9=-254/148
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 7-1-0, Exterior (2) 7-1-0 to 11-3-15, Interior (1) 11-3-15 to 14-7-0, Exterior (2) 14-7-0 to 18-9-15, Interior (1) 18-9-15 to 21-5-4
zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 11 and 220lb uplift at joint 7.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T35 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:33 Page: 1
ID:2Ug_C_yiPVjNr5x7Ylto_nyJeWg-83C?8OPFB?zjyTX6Nb12lnHPl0NWs282PKFZiGyHeJ5
7
12
3x6
3x6
=4x4
3x5
=3x8
=5x6
=3x4
=6x6
=3x4
3x4
=6x6
1.5x4
13
12 11 10 9
8
1
2
14 7
3 617
15
164 5
T2
B1 B1
0-1-12
0-1-12
1-2-12
-1-2-12
3-6-0
12-7-0
2-10-4
19-10-0
4-4-12
4-6-8
4-4-12
16-11-12
4-6-8
9-1-0
3-9-8
12-8-12
4-4-12
8-11-4
4-6-8
4-6-8
7-1-4
19-10-0Scale = 1:41.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)0.12 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.36 Vert(TL)-0.17 8-9 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.42 Horiz(TL)0.02 8 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 99 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)8=708/0-6-0, (min. 0-1-8), 13=780/0-4-0, (min. 0-1-12)
Max Horiz13=197 (LC 13)
Max Uplift8=-138 (LC 12), 13=-158 (LC 13)
Max Grav8=957 (LC 39), 13=1110 (LC 39)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-1227/731, 3-14=-1047/755, 3-15=-957/635, 4-15=-844/659, 4-16=-729/603, 5-16=-729/603, 5-17=-882/641, 6-17=-900/614, 2-13=-1064/590
BOT CHORD 11-12=-680/977, 10-11=-475/686, 9-10=-475/686, 8-9=-393/631
WEBS 3-11=-309/221, 6-8=-1006/551, 2-12=-511/900
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 9-1-0, Exterior (2) 9-1-0 to 17-1-4, Interior(1) 17-1-4 to 19-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
4)Unbalanced snow loads have been considered for this design.
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 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 13 and 138lb uplift at joint 8.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T36 1 11904508-12T Hip Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:33 Page: 1
ID:6N4fL686t6cF9Pa0wOeJ5yyJeWR-cGmNLkQtyJ5aad6IxJYHI_qkGPk9bV6Be_?7EjyHeJ4
7
12
3x5
=6x6 =3x5
4x4
=3x4
4x6
=3x4
3x4
=6x6
1.5x4
11
10 9 8
7
1
2
12 6
1635
13 15
14
4
B1 B2
1-2-12
-1-2-12
3-8-12
19-10-0
5-3-4
16-1-4
5-3-4
10-10-0
5-6-12
5-6-12
5-5-13
19-10-0
7-0-5
14-4-3
7-3-13
7-3-13Scale = 1:43.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.11 9-11 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.44 Vert(TL)-0.16 9-11 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.71 Horiz(TL)0.03 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 93 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W4:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)7=689/0-6-0, (min. 0-1-8), 11=764/0-4-0, (min. 0-1-8)
Max Horiz11=225 (LC 13)
Max Uplift7=-95 (LC 17), 11=-139 (LC 16)
Max Grav7=779 (LC 2), 11=867 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-271/250, 3-12=-223/279, 3-13=-893/740, 13-14=-806/743, 4-14=-791/758, 4-15=-686/659, 5-15=-770/642, 2-11=-328/252
BOT CHORD 10-11=-603/781, 9-10=-603/781, 8-9=-368/533, 7-8=-444/588
WEBS 4-9=-428/390, 3-9=-259/215, 3-11=-786/459, 5-7=-859/604
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) -1-2-12 to 1-9-4, Interior (1) 1-9-4 to 10-10-0, Exterior (2) 10-10-0 to 13-10-0, Interior (1) 13-10-0 to 19-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design. 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 15.4 psf on overhangs non-concurrent with other live loads.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 11 and 95 lb uplift at joint 7.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T37 1 11904508-12T Common Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:33 Page: 1
ID:6N4fL686t6cF9Pa0wOeJ5yyJeWR-cGmNLkQtyJ5aad6IxJYHI_qkNPjzbQYBe_?7EjyHeJ4
7
12
1.5x4
=6x6
3x4
=3x4 =3x4
4x6
=3x4
3x4
=6x6
1.5x4
10
9 8 7
6
5
1
1624
11
12 15
13 14
3
B1 B2
2-6-12
2-6-12
3-8-12
16-10-0
5-3-4
13-1-4
5-3-4
7-10-0
4-3-13
4-3-13
5-5-13
16-10-0
7-0-5
11-4-3Scale = 1:43.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)0.10 7-8 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.33 Vert(TL)-0.13 7-8 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.42 Horiz(TL)0.01 6 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 84 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W4:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)6=586/0-6-0, (min. 0-1-8), 10=586/0-6-0, (min. 0-1-8)
Max Horiz10=-219 (LC 12)
Max Uplift6=-86 (LC 17), 10=-81 (LC 16)
Max Grav6=662 (LC 2), 10=662 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-552/489, 11-12=-490/500, 12-13=-486/503, 3-13=-481/518, 3-14=-533/578, 14-15=-545/563, 4-15=-630/560
BOT CHORD 9-10=-313/389, 8-9=-313/389, 7-8=-273/387, 6-7=-389/487
WEBS 3-7=-306/230, 2-10=-711/554, 4-6=-708/521
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 3-1-12 to 6-1-12, Interior (1) 6-1-12 to 10-10-0, Exterior (2) 10-10-0 to 13-10-0, Interior (1) 13-10-0 to 19-8-4 zone; cantilever leftand right exposed ; end vertical
left and right exposed; porch 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 10 and 86 lb uplift at joint 6.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
T38 2 11904508-12T Common Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:33 Page: 1
ID:pZCs0LT2WP0QuY8C?ZdeheyJeW0-cGmNLkQtyJ5aad6IxJYHI_qkrPkgbV4Be_?7EjyHeJ4
12
12
2x4 1.5x4
1.5x4
=4x4
1.5x4
1.5x4
1.5x4
1
7 6
5
2
10
11 4
12
3
B1
2-11-4
9-4-3
6-4-15
6-4-15
9-4-3Scale = 1:39.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 38 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 9-4-3.
(lb) -Max Horiz1=207 (LC 13)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1, 5, 6 except 7=-230 (LC
16)
Max GravAll reactions 250 (lb) or less at joint(s) 1, 5 except 6=314 (LC
29), 7=367 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-7=-368/287
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 6-5-3, Exterior (2) 6-5-3 to 9-2-11 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6except (jt=lb) 7=230.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V01 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:33 Page: 1
ID:tlfjiuWLItuq5m30yXCeuHyJucF-cGmNLkQtyJ5aad6IxJYHI_qlePobbZpBe_?7EjyHeJ4
12
12
2x4
1.5x4
1.5x4
=4x4
1.5x4 1.5x4
1.5x4
1
7 6
5
2
10 4
11
13
12
3
B1
2-11-4
8-2-3
5-2-15
5-2-15
8-2-3Scale = 1:36
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 8-2-3.
(lb) -Max Horiz1=161 (LC 13)
Max UpliftAll uplift 100 (lb) or less at joint(s) 5, 6 except 1=-139 (LC 14),
7=-231 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 1, 5 except 6=305 (LC
29), 7=364 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-261/277
WEBS 2-7=-464/377
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 5-3-3, Exterior (2) 5-3-3 to 8-0-11 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=138, 7=230.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V02 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:HKLrKvZDboHPzDnbdgmLVwyJucC-4SKlZ4RWjdDRCnhUV04WqCMwCp8qK10Ktekgm9yHeJ3
12
12
=3x4
=4x4
1.5x4 1.5x4
1.5x4
1
5
4
8 3
9
10
2
B1
2-11-4
7-0-3
4-0-15
4-0-15
7-0-3Scale = 1:32.4
Plate Offsets (X, Y): [1:0-1-2,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.01 4 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=131/7-0-3, (min. 0-1-8), 4=79/7-0-3, (min. 0-1-8), 5=277/7-0-3, (min. 0-1-8)
Max Horiz1=114 (LC 13)
Max Uplift1=-57 (LC 17), 4=-73 (LC 17), 5=-31 (LC 13)
Max Grav1=169 (LC 30), 4=121 (LC 30), 5=352 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 4-1-3, Exterior (2) 4-1-3 to 6-10-11 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4, 57 lb uplift at joint 1 and 31 lbuplift at joint 5.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V03 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:EjSclbaT6PX7CXx_l5opbLyJucA-4SKlZ4RWjdDRCnhUV04WqCMx_p6oK1nKtekgm9yHeJ3
12
12
2x4
=4x4
1.5x4 2x4
1
4
3
2
B1
0-3-7
5-9-15
2-7-9
5-6-8
2-10-15
2-10-15
5-9-15Scale = 1:29
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=72/5-9-15, (min. 0-1-8), 3=56/5-9-15, (min. 0-1-8),
4=262/5-9-15, (min. 0-1-8)
Max Horiz1=71 (LC 13)
Max Uplift1=-11 (LC 17), 3=-10 (LC 17), 4=-79 (LC 16)
Max Grav1=85 (LC 30), 3=86 (LC 34), 4=297 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 10 lb uplift at joint 3 and 79 lbuplift at joint 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V04 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:A5aMAHcke1nqRq5MsVqHgmyJuc8-4SKlZ4RWjdDRCnhUV04WqCMyZp8VK2GKtekgm9yHeJ3
12
12
2x4
=3x4
2x4
1
3
2
B1
0-3-7
3-5-15
1-5-9
3-2-8
1-8-15
1-8-15
3-5-15
Scale = 1:26.3
Plate Offsets (X, Y): [2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=112/3-5-15, (min. 0-1-8), 3=112/3-5-15, (min. 0-1-8)
Max Horiz1=40 (LC 13)
Max Uplift1=-14 (LC 16), 3=-14 (LC 16)
Max Grav1=126 (LC 2), 3=126 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 14 lbuplift at joint 3.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V05 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:agGVoIecxy9PIIpxYeO_IOyJuc5-4SKlZ4RWjdDRCnhUV04WqCMztp9HK2tKtekgm9yHeJ3
1212
3x8 =3x4
=4x4
3x4
14
13 1211 10 9 8
7
1
62
17
3 5
18 21
19 20
4
B1 B2
0-3-7
21-11-9
10-7-410-7-4 11-0-1421-8-2
21-11-9Scale = 1:55
Plate Offsets (X, Y): [14:0-4-0,0-1-6]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.36 Horiz(TL)0.01 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 95 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except* ST3:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 21-11-9.
(lb) -Max Horiz14=-296 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 7, 14 except 8=-221 (LC 17),
9=-252 (LC 17), 11=-246 (LC 16), 13=-264 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 7, 14 except 8=353 (LC 30), 9=395 (LC 30), 10=323 (LC 31), 11=396 (LC 29), 13=348 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-18=-288/232, 18-19=-260/246, 4-19=-257/262, 4-20=-257/279, 20-21=-258/262, 5-21=-288/248, 6-7=-272/221
WEBS 4-10=-271/175, 3-11=-360/300, 2-13=-309/269, 5-9=-359/303, 6-8=-307/249
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-7-4, Exterior (2) 10-7-4 to 13-7-4, Interior (1) 13-7-4 to 21-7-9 zone; cantilever left andright exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)All plates are 1.5x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 7 except (jt=lb) 11=246, 13=263, 9=251, 8=220.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V06 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:Pqdm3MjNXovZ0DH5uuVOXfyJuc?-4SKlZ4RWjdDRCnhUV04WqCMxAp8TKzHKtekgm9yHeJ3
12
12
3x4 =3x4
=4x4
3x4
1 7
13 12 11 10 9 8
2 6
18 23
3 5
19 22
20 21
4
B1 B2
0-3-7
20-4-9
9-10-14
20-1-3
10-2-5
10-2-5
20-4-9Scale = 1:51.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.01 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 83 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except* ST3:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS All bearings 20-4-9.
(lb) -Max Horiz1=-261 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 7 except 1=-103 (LC 14),
8=-152 (LC 17), 9=-262 (LC 17), 11=-261 (LC 16), 13=-161 (LC
16)
Max GravAll reactions 250 (lb) or less at joint(s) 1, 7 except 8=303 (LC
30), 9=403 (LC 30), 10=286 (LC 32), 11=402 (LC 29), 13=313
(LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-320/222, 6-7=-271/177
WEBS 3-11=-365/308, 2-13=-273/219, 5-9=-365/308, 6-8=-273/216
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 10-2-9, Exterior (2) 10-2-9 to 13-2-9, Interior(1) 13-2-9 to 20-4-13 zone; cantilever left and right exposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=103, 11=261, 13=160, 9=262, 8=152.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V07 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:34 Page: 1
ID:G2uQrbt53_oXqKkGhDgbciyJuXw-4SKlZ4RWjdDRCnhUV04WqCMx9p8ZK?wKtekgm9yHeJ3
12
12
3x4 1.5x4
1.5x4
=3x4
=4x4
1.5x4 1.5x4
1.5x4
3x4
1 5
9 8 7 6
2015
42
1916
1817
3
B1 B2
0-3-7
18-0-9
8-8-14
17-9-3
9-0-5
9-0-5
18-0-9Scale = 1:47.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL)-0.01 6 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 69 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except* ST2:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS All bearings 18-0-9.
(lb) -Max Horiz1=231 (LC 15)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1 except 5=-110 (LC 15),
6=-301 (LC 17), 9=-298 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 5, 1 except 6=482 (LC
30), 7=623 (LC 31), 9=487 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-215/331, 2-15=-32/357, 16-17=-4/255, 3-17=-3/361, 3-18=-3/377, 18-19=-4/335, 4-19=-38/263, 4-20=-141/461, 5-20=-166/373
BOT CHORD 1-9=-289/202, 8-9=-289/202, 7-8=-289/202, 6-7=-289/202, 5-6=-289/202
WEBS 3-7=-560/0, 2-9=-408/328, 4-6=-409/328
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 9-0-9, Exterior (2) 9-0-9 to 12-0-9, Interior (1) 12-0-9 to 18-0-13 zone; cantilever left and right exposed ; end verticalleft 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 1 except (jt=lb) 5=110, 9=298, 6=301.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V08 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:gdaZTdvzMvA5hnTqMLEIEKyJuXt-Yeu7mPS8UwLIqxGg3kblNPv4iDTU3S?U6HUDIbyHeJ2
12
12
3x4 1.5x4
1.5x4
=4x4
1.5x4 1.5x4
1.5x4
3x4
51
8 7 6
13 1819
2 4
14 17
15 16
3
B1
0-3-7
15-8-9
7-6-14
15-5-3
7-10-5
7-10-5
15-8-9Scale = 1:44.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 58 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except* ST2:2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 15-8-9.
(lb) -Max Horiz1=-200 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1, 5 except 6=-252 (LC 17),
8=-264 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 1, 5 except 6=422 (LC
30), 7=271 (LC 2), 8=412 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-8=-355/291, 4-6=-357/286
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-4-4 to 3-4-4, Interior (1) 3-4-4 to 7-10-9, Exterior (2) 7-10-9 to 10-10-9, Interior (1) 10-10-9 to 15-8-13 zone; cantilever left andright exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=263, 6=252.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V09 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:ZOp4J?yUP8gXAPmcbBIEOAyJuXp-Yeu7mPS8UwLIqxGg3kblNPv6bDUb3S?U6HUDIbyHeJ2
12
12
3x4 1.5x4
1.5x4
=4x4
1.5x4 1.5x4
1.5x4
3x4
51
8 7 6
42181319
1714
15 16
3
B1
0-3-7
13-4-9
6-4-14
13-1-3
6-8-5
6-8-5
13-4-9Scale = 1:40.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH
BCDL 10.0 Weight: 48 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 13-4-9.
(lb) -Max Horiz1=-169 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1, 5 except 6=-215 (LC 17),
8=-230 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=362 (LC
30), 8=355 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-8=-324/269, 4-6=-325/263
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-4-4 to 3-4-4, Interior (1) 3-4-4 to 6-8-9, Exterior (2) 6-8-9 to 9-8-9, Interior (1) 9-8-9 to 13-4-13 zone; cantilever left and rightexposed ; end vertical 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=230, 6=214.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V10 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:Vnxqkg_kxlwFPiw_icLiTbyJuXn-Yeu7mPS8UwLIqxGg3kblNPv6CDUk3T6U6HUDIbyHeJ2
12
12
3x4 1.5x4
1.5x4
1.5x4
=5x10
1.5x4
1.5x4
3x4
1 7
10 9 8
2215
2 6
16 21
17 20
18 19
43 5
T2
B1
0-3-7
11-0-9
0-5-15
5-9-4
4-11-15
10-9-3
5-3-5
5-3-5
11-0-9Scale = 1:36.3
Plate Offsets (X, Y): [3:0-5-0,0-1-5]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 37 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-0-9.
(lb) -Max Horiz1=-131 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 7 except 1=-273 (LC 14),
8=-270 (LC 17), 9=-407 (LC 13), 10=-210 (LC 16)
Max GravAll reactions 250 (lb) or less at joint(s) 7 except 1=311 (LC 13), 8=569 (LC 48), 9=566 (LC 14), 10=481 (LC 46)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-518/476, 2-15=-513/483, 2-16=-511/337, 16-17=-394/347, 17-18=-368/361, 3-18=-358/363, 3-4=-258/242,
4-5=-261/246, 5-19=-332/335, 19-20=-344/331, 20-21=-353/319, 6-21=-492/310
WEBS 4-9=-476/453, 2-10=-514/361, 6-8=-566/373
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 5-3-9, Exterior (2) 5-3-9 to 10-0-7, Interior (1) 10-0-7 to 11-0-13 zone; cantilever left and right exposed ; end verticalleft and right exposed;C-C for members and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
5)Unbalanced snow loads have been considered for this design.
6)Provide adequate drainage to prevent water ponding.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=273, 9=407, 10=210, 8=269.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V11 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:vMdzMi0dEgJqGAfZOkuP5EyJuXk-Yeu7mPS8UwLIqxGg3kblNPv41DUR3SXU6HUDIbyHeJ2
12
12
=3x4
=3x4
1.5x4
1.5x4 =3x4
4x4
5
1
6
11 12
32 4
T2
B1
0-3-7
8-8-9
2-9-15
5-9-4
2-7-15
8-5-3
2-11-5
2-11-5
8-8-9Scale = 1:29.1
Plate Offsets (X, Y): [1:0-0-9,0-1-8], [2:0-2-3,0-1-8], [4:0-2-3,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.01 5 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=170/8-8-9, (min. 0-1-8), 5=181/8-8-9, (min. 0-1-8), 6=270/8-8-9, (min. 0-1-8)
Max Horiz1=-70 (LC 12)
Max Uplift1=-36 (LC 16), 5=-28 (LC 17), 6=-15 (LC 12)
Max Grav1=266 (LC 38), 5=286 (LC 38), 6=325 (LC 37)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4.
5)Unbalanced snow loads have been considered for this design.
6)Provide adequate drainage to prevent water ponding.
7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1, 28 lb uplift at joint 5 and 15 lbuplift at joint 6.
11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V12 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:Cz31OvJga2KQ9sUAomK13IyJuXM-Yeu7mPS8UwLIqxGg3kblNPv6CDRw3VLU6HUDIbyHeJ2
12
12
2x4
1.5x4
1.5x4
1 3
2
B1
1-2-5
1-2-5
Scale = 1:23.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 3 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=37/1-2-5, (min. 0-1-8), 3=37/1-2-5, (min. 0-1-8)
Max Horiz1=32 (LC 13)
Max Uplift1=-1 (LC 16), 3=-16 (LC 16)
Max Grav1=42 (LC 30), 3=49 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3 and 1 lb uplift at joint 1.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V13 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:35 Page: 1
ID:65yh4LOVdOYnKXnHVzQvA3yJuVz-Yeu7mPS8UwLIqxGg3kblNPv8PDV93V7U6HUDIbyHeJ2
12
12
=4x4
=3x4
1.5x4
1.5x4 =3x4
=3x4
6
51
14 15
3 42
T2
B1
HW1
2-3-9
5-0-1
2-8-7
2-8-7
2-10-7
7-10-8
7-10-8Scale = 1:30
Plate Offsets (X, Y): [2:0-2-3,0-1-8], [4:0-2-3,0-1-8], [5:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.01 1 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
WEDGE Left: 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 8-0-14.
(lb) -Max Horiz1=-73 (LC 12)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1, 5 except 6=-102 (LC 12)
Max GravAll reactions 250 (lb) or less at joint(s) except 6=274 (LC 54), 1=300 (LC 38), 5=304 (LC 38)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-253/100, 5-15=-277/94
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=20.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs.Rain surcharge applied to all exposed surfaces with slopes less than
0.500/12 in accordance with IBC 1608.3.4.
5)Unbalanced snow loads have been considered for this design.
6)Provide adequate drainage to prevent water ponding.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 1, 5 except (jt=lb) 6=101.11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V14 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:XlkXzdF1vCUjLSjw9NBZY1yJuUs-0rRW_lSmFET9R5qtcR6_vdRHydpjoybdKxDnr1yHeJ1
12
12
3x4
=4x4
1.5x4 3x4
1 3
4
2
B1
0-3-7
7-4-5
3-4-12
7-0-14
3-8-3
3-8-3
7-4-5Scale = 1:31.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 23 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-4-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=40/7-4-5, (min. 0-1-8), 3=40/7-4-5, (min. 0-1-8), 4=442/7-4-5,
(min. 0-1-8)
Max Horiz1=-91 (LC 12)
Max Uplift1=-3 (LC 34), 3=-3 (LC 33), 4=-128 (LC 16)
Max Grav1=70 (LC 33), 3=70 (LC 34), 4=499 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-361/178
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) 0-0-4 to 3-0-4, Exterior (2) 3-0-4 to 3-8-7, Corner (3) 3-8-7 to 6-8-6, Exterior (2) 6-8-6 to 7-4-9 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 3 lb uplift at joint 3 and 128 lb uplift at joint 4.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V15 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:XqrEFt3hu533Vuv?8fPVJNyJuTo-0rRW_lSmFET9R5qtcR6_vdRHydpBoxpdKxDnr1yHeJ1
12
12
2x4
=4x4
1.5x4 2x4
1
4
3
2
B1
0-3-7
5-0-5
2-2-12
4-8-14
2-6-3
2-6-3
5-0-5
Scale = 1:27.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=65/5-0-5, (min. 0-1-8), 3=50/5-0-5, (min. 0-1-8), 4=217/5-0-5,
(min. 0-1-8)
Max Horiz1=60 (LC 13)
Max Uplift1=-10 (LC 17), 3=-9 (LC 17), 4=-61 (LC 16)
Max Grav1=76 (LC 30), 3=74 (LC 34), 4=245 (LC 29)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1, 9 lb uplift at joint 3 and 61 lb uplift at joint 4.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V16 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:Qc5l5E6CyKZV_WDmNVURTDyJuTk-0rRW_lSmFET9R5qtcR6_vdRJNdqRoywdKxDnr1yHeJ1
12
12
2x4
=3x4
2x4
1 3
2
B1
0-3-7
2-8-5
1-0-12
2-4-14
1-4-3
1-4-3
2-8-5
Scale = 1:25.4
Plate Offsets (X, Y): [2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=95/2-8-5, (min. 0-1-8), 3=95/2-8-5, (min. 0-1-8)
Max Horiz1=-30 (LC 14)
Max Uplift1=-12 (LC 16), 3=-12 (LC 17)
Max Grav1=108 (LC 2), 3=108 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 12 lbuplift at joint 3.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V17 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:INKFwc9i?Y3xT7XXcLZNe3yJuTg-0rRW_lSmFET9R5qtcR6_vdRJhdrwoyNdKxDnr1yHeJ1
4
12
3x4 1.5x4
1.5x4
1 3
6
7
8 2
B1
4-3-10
4-3-10
Scale = 1:24.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=147/4-3-10, (min. 0-1-8), 3=147/4-3-10, (min. 0-1-8)
Max Horiz1=53 (LC 13)
Max Uplift1=-31 (LC 12), 3=-39 (LC 16)
Max Grav1=166 (LC 2), 3=166 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-345/252, 1-6=-330/254
BOT CHORD 1-3=-295/321
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) 0-0-12 to 3-0-12, Exterior (2) 3-0-12 to 4-2-10 zone; cantilever left and right exposed; end vertical 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 tothe face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 31 lbuplift at joint 1.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V18 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:73lNKHeoar6FGHaDykGmFVyJuT2-0rRW_lSmFET9R5qtcR6_vdRHpdoPoyNdKxDnr1yHeJ1
4
12
2x4 1.5x4
1.5x4
1 3
6 2
B1
3-7-12
3-7-12
Scale = 1:23.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)1=124/3-7-12, (min. 0-1-8), 3=124/3-7-12, (min. 0-1-8)
Max Horiz1=44 (LC 13)
Max Uplift1=-26 (LC 12), 3=-33 (LC 16)
Max Grav1=140 (LC 2), 3=140 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-267/115
NOTES
1)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Exterior (2) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 3-6-12 zone; cantilever left and right exposed ; end vertical 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; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 26 lbuplift at joint 1.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V19 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:U1YGN?ixPNkYM2TBlHsxyYyJuSz-0rRW_lSmFET9R5qtcR6_vdRIkdpLoyNdKxDnr1yHeJ1
7
12
3x4
=4x4
1.5x4 1.5x4
5x6
1
7
6 5
4
3
10
2
B1
B3
0-5-15
9-3-1
0-8-8
8-9-2
3-1-8
8-0-9
4-11-1
4-11-1
1-0-11
9-3-1
8-2-5
8-2-5
Scale = 1:31
Plate Offsets (X, Y): [4:0-1-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.01 6 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2:2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 9-3-1.
(lb) -Max Horiz1=69 (LC 13)
Max UpliftAll uplift 100 (lb) or less at joint(s) 1, 4, 7
Max GravAll reactions 250 (lb) or less at joint(s) 1, 4, 5, 6 except 7=368 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-271/82
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-
C Corner (3) 0-0-7 to 3-0-7, Exterior (2) 3-0-7 to 4-11-8, Corner (3) 4-11-8 to 8-1-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members
and forces & 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 7.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5.
12)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V20 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:36 Page: 1
ID:gEq8y?fUofhLLB?MtNnSfCyJuRk-0rRW_lSmFET9R5qtcR6_vdRGPdnwoyYdKxDnr1yHeJ1
7
12
2x4
=4x4
1.5x4 2x4
1 3
4
2
B1
0-5-15
5-10-2
2-5-2
5-4-3
2-11-1
2-11-1
5-10-2
Scale = 1:25.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP
BCDL 10.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=48/5-10-2, (min. 0-1-8), 3=48/5-10-2, (min. 0-1-8),
4=317/5-10-2, (min. 0-1-8)
Max Horiz1=41 (LC 13)
Max Uplift1=-10 (LC 16), 3=-17 (LC 17), 4=-45 (LC 16)
Max Grav1=70 (LC 33), 3=70 (LC 34), 4=358 (LC 2)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor 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 tothe 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=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Pf=15.4 psf (flat roof snow: Lumber DOL=1.15Plate
DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1, 17 lb uplift at joint 3 and 45 lbuplift at joint 4.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DWH -Woodside at West Clay Lot 20
V21 1 11904508-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.310 S Jul 27 2019 MiTek Industries, Inc. Tue Nov 19 11:58:37 Page: 1
ID:jriNXKeEG2Rd6ts_myl_anyJuRm-U1?uB5TO0Yb03FP3A8dDSq_Sr1AQXPqnZbzKNUyHeJ0