Truss EngineeringJob
J1122635
Truss
A01
Truss Type
GABLE
Qty
3
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:29 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-uDViK1?0bXXP8k7iZObbJlyBXfzCYyo56GHHehydzbq
Scale = 1:43.5
T1 T1
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6
B2
ST5 ST4 ST3 ST2 ST1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
36 37
4x4
3x4
3x6
3x4
24-0-0
24-0-0
-1-0-0
1-0-0
12-0-0
12-0-0
24-0-0
12-0-0
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.06
0.03
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
18
19
18
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 129 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 DF 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 24-0-0.
(lb) - Max Horz 2=-74(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 18, 24, 23, 22, 21, 20
Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 30, 31, 32, 33, 34, 35, 26, 25, 18, 24, 23, 22,
21, 20
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(13)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-0-0, Corner(3R) 9-0-0 to 15-0-0,
Exterior(2N) 15-0-0 to 22-0-0, Corner(3E) 22-0-0 to 25-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 30, 31, 32,
33, 34, 35, 26, 25, 18, 24, 23, 22, 21, 20.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
13) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A02
Truss Type
Common
Qty
11
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:31 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-qcdTlj1G68n6N1H5gpd3OA1PBSUe0qXNZamNiaydzbo
Scale = 1:42.8
T1 T1
B1
W2
W1
W2
B2
W1
1
2
3
4
5
6
7
10 9 8
17
18 19
20
21 22
4x4 3x6 3x4
4x6
1.5x4
3x4 4x4
1.5x4
8-0-10
8-0-10
15-11-6
7-10-13
24-0-0
8-0-10
-1-0-0
1-0-0
6-3-4
6-3-4
12-0-0
5-8-12
17-8-12
5-8-12
24-0-0
6-3-4
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.63
0.68
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.25
0.05
(loc)
8-10
8-10
6
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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)2=1026/0-3-8 (min. 0-1-13), 6=1026/0-3-8 (min. 0-1-13)
Max Horz 2=-74(LC 13)
Max Uplift2=-70(LC 12), 6=-70(LC 13)
Max Grav 2=1095(LC 3), 6=1095(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1846/149, 3-17=-1738/171, 3-18=-1695/175, 4-18=-1575/188, 4-19=-1575/188,
5-19=-1695/175, 5-20=-1738/171, 6-20=-1846/149
BOT CHORD 2-10=-107/1623, 9-10=-6/1022, 9-21=-6/1022, 21-22=-6/1022, 8-22=-6/1022,
6-8=-81/1623
WEBS 4-8=-62/761, 5-8=-517/133, 4-10=-62/761, 3-10=-517/133
NOTES-(9)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A03
Truss Type
Common
Qty
12
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:35 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-jNsza54nANHYsfasvfh?Y0C4A4saydWzUBkbrLydzbk
Scale = 1:42.8
T1 T1
B1
W2
W1
W2
W1
B21
2
3
4
5
6
7
10 9 8
17
18 19
20
21 22
4x4 3x6 3x4
4x6
1.5x4
3x4
1.5x4
4x4
8-0-10
8-0-10
15-11-6
7-10-13
24-0-0
8-0-10
-1-0-0
1-0-0
6-3-4
6-3-4
12-0-0
5-8-12
17-8-12
5-8-12
24-0-0
6-3-4
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.63
0.68
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.25
0.05
(loc)
8-10
8-10
6
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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)2=1026/0-5-8 (min. 0-1-13), 6=1026/0-5-8 (min. 0-1-13)
Max Horz 2=-74(LC 17)
Max Uplift2=-70(LC 12), 6=-70(LC 13)
Max Grav 2=1095(LC 3), 6=1095(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1846/149, 3-17=-1738/171, 3-18=-1695/175, 4-18=-1575/188, 4-19=-1575/188,
5-19=-1695/175, 5-20=-1738/171, 6-20=-1846/149
BOT CHORD 2-10=-107/1623, 9-10=-6/1022, 9-21=-6/1022, 21-22=-6/1022, 8-22=-6/1022,
6-8=-81/1623
WEBS 4-8=-62/761, 5-8=-517/133, 4-10=-62/761, 3-10=-517/133
NOTES-(9)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A04
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:37 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-fm_k?m51i_XG5ykF14kTdRHR9tVgQViGyVDiwEydzbi
Scale = 1:45.9
T1 T1
B1
W7
W2 W1W2W1
W3 W3
W5
W4
W6 W6 B21
2
3
4
5
6
7
8 9
16 15 14 13 12 11 10
17
18 192021
28
29
30
31
32
33
4x4
4x4
3x8 3x4
3x4
3x4
3x4
3x4 3x4
4x4
5-0-0 3-7-84-6-12
4-6-12
8-2-3
3-7-7
9-6-0
1-3-13
11-0-0
1-6-0
12-0-0
1-0-0
13-0-0
1-0-0
14-6-0
1-6-0
15-9-13
1-3-13
19-5-4
3-7-7
24-0-0
4-6-12
-1-0-0
1-0-0
4-6-12
4-6-12
8-2-3
3-7-7
9-6-0
1-3-13
12-0-0
2-6-0
14-6-0
2-6-0
15-9-13
1-3-13
19-5-4
3-7-7
24-0-0
4-6-12
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
HVAC PLATFORM
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.54
0.83
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.35
-0.40
0.06
(loc)
15-16
15-16
8
l/defl
>826
>721
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1026/0-5-8 (min. 0-1-12), 8=1026/0-5-8 (min. 0-1-12)
Max Horz 2=74(LC 12)
Max Uplift2=-70(LC 12), 8=-70(LC 13)
Max Grav 2=1053(LC 19), 8=1053(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-28=-1912/148, 3-28=-1806/159, 3-29=-1393/149, 29-30=-1321/160, 4-30=-1251/161,
4-5=-261/57, 5-6=-261/57, 6-31=-1251/161, 31-32=-1321/160, 7-32=-1393/149,
7-33=-1806/159, 8-33=-1912/148
BOT CHORD 2-16=-127/1671, 15-16=-127/1671, 14-15=-31/1157, 13-14=-31/1157, 12-13=-31/1157,
11-12=-31/1157, 10-11=-83/1671, 8-10=-83/1671
WEBS 7-11=-609/121, 3-15=-609/120, 15-18=0/303, 4-18=0/292, 11-19=0/303, 6-19=0/292,
4-17=-1002/141, 6-17=-1002/141
NOTES-(10)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A01
Truss Type
GABLE
Qty
3
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:29 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-uDViK1?0bXXP8k7iZObbJlyBXfzCYyo56GHHehydzbq
Scale = 1:43.5
T1 T1
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6
B2
ST5 ST4 ST3 ST2 ST1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
36 37
4x4
3x4
3x6
3x4
24-0-0
24-0-0
-1-0-0
1-0-0
12-0-0
12-0-0
24-0-0
12-0-0
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.06
0.03
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
18
19
18
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 129 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 DF 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 24-0-0.
(lb) - Max Horz 2=-74(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 18, 24, 23, 22, 21, 20
Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 30, 31, 32, 33, 34, 35, 26, 25, 18, 24, 23, 22,
21, 20
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(13)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-0-0, Corner(3R) 9-0-0 to 15-0-0,
Exterior(2N) 15-0-0 to 22-0-0, Corner(3E) 22-0-0 to 25-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 30, 31, 32,
33, 34, 35, 26, 25, 18, 24, 23, 22, 21, 20.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
13) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A02
Truss Type
Common
Qty
11
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:31 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-qcdTlj1G68n6N1H5gpd3OA1PBSUe0qXNZamNiaydzbo
Scale = 1:42.8
T1 T1
B1
W2
W1
W2
B2
W1
1
2
3
4
5
6
7
10 9 8
17
18 19
20
21 22
4x4 3x6 3x4
4x6
1.5x4
3x4 4x4
1.5x4
8-0-10
8-0-10
15-11-6
7-10-13
24-0-0
8-0-10
-1-0-0
1-0-0
6-3-4
6-3-4
12-0-0
5-8-12
17-8-12
5-8-12
24-0-0
6-3-4
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.63
0.68
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.25
0.05
(loc)
8-10
8-10
6
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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)2=1026/0-3-8 (min. 0-1-13), 6=1026/0-3-8 (min. 0-1-13)
Max Horz 2=-74(LC 13)
Max Uplift2=-70(LC 12), 6=-70(LC 13)
Max Grav 2=1095(LC 3), 6=1095(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1846/149, 3-17=-1738/171, 3-18=-1695/175, 4-18=-1575/188, 4-19=-1575/188,
5-19=-1695/175, 5-20=-1738/171, 6-20=-1846/149
BOT CHORD 2-10=-107/1623, 9-10=-6/1022, 9-21=-6/1022, 21-22=-6/1022, 8-22=-6/1022,
6-8=-81/1623
WEBS 4-8=-62/761, 5-8=-517/133, 4-10=-62/761, 3-10=-517/133
NOTES-(9)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A03
Truss Type
Common
Qty
12
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:35 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-jNsza54nANHYsfasvfh?Y0C4A4saydWzUBkbrLydzbk
Scale = 1:42.8
T1 T1
B1
W2
W1
W2
W1
B21
2
3
4
5
6
7
10 9 8
17
18 19
20
21 22
4x4 3x6 3x4
4x6
1.5x4
3x4
1.5x4
4x4
8-0-10
8-0-10
15-11-6
7-10-13
24-0-0
8-0-10
-1-0-0
1-0-0
6-3-4
6-3-4
12-0-0
5-8-12
17-8-12
5-8-12
24-0-0
6-3-4
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.63
0.68
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.18
-0.25
0.05
(loc)
8-10
8-10
6
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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)2=1026/0-5-8 (min. 0-1-13), 6=1026/0-5-8 (min. 0-1-13)
Max Horz 2=-74(LC 17)
Max Uplift2=-70(LC 12), 6=-70(LC 13)
Max Grav 2=1095(LC 3), 6=1095(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1846/149, 3-17=-1738/171, 3-18=-1695/175, 4-18=-1575/188, 4-19=-1575/188,
5-19=-1695/175, 5-20=-1738/171, 6-20=-1846/149
BOT CHORD 2-10=-107/1623, 9-10=-6/1022, 9-21=-6/1022, 21-22=-6/1022, 8-22=-6/1022,
6-8=-81/1623
WEBS 4-8=-62/761, 5-8=-517/133, 4-10=-62/761, 3-10=-517/133
NOTES-(9)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
A04
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:37 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-fm_k?m51i_XG5ykF14kTdRHR9tVgQViGyVDiwEydzbi
Scale = 1:45.9
T1 T1
B1
W7
W2 W1W2W1
W3 W3
W5
W4
W6 W6 B21
2
3
4
5
6
7
8 9
16 15 14 13 12 11 10
17
18 192021
28
29
30
31
32
33
4x4
4x4
3x8 3x4
3x4
3x4
3x4
3x4 3x4
4x4
5-0-0 3-7-84-6-12
4-6-12
8-2-3
3-7-7
9-6-0
1-3-13
11-0-0
1-6-0
12-0-0
1-0-0
13-0-0
1-0-0
14-6-0
1-6-0
15-9-13
1-3-13
19-5-4
3-7-7
24-0-0
4-6-12
-1-0-0
1-0-0
4-6-12
4-6-12
8-2-3
3-7-7
9-6-0
1-3-13
12-0-0
2-6-0
14-6-0
2-6-0
15-9-13
1-3-13
19-5-4
3-7-7
24-0-0
4-6-12
25-0-0
1-0-0
0-4-36-4-36-9-150-4-36.00 12
HVAC PLATFORM
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.54
0.83
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.35
-0.40
0.06
(loc)
15-16
15-16
8
l/defl
>826
>721
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1026/0-5-8 (min. 0-1-12), 8=1026/0-5-8 (min. 0-1-12)
Max Horz 2=74(LC 12)
Max Uplift2=-70(LC 12), 8=-70(LC 13)
Max Grav 2=1053(LC 19), 8=1053(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-28=-1912/148, 3-28=-1806/159, 3-29=-1393/149, 29-30=-1321/160, 4-30=-1251/161,
4-5=-261/57, 5-6=-261/57, 6-31=-1251/161, 31-32=-1321/160, 7-32=-1393/149,
7-33=-1806/159, 8-33=-1912/148
BOT CHORD 2-16=-127/1671, 15-16=-127/1671, 14-15=-31/1157, 13-14=-31/1157, 12-13=-31/1157,
11-12=-31/1157, 10-11=-83/1671, 8-10=-83/1671
WEBS 7-11=-609/121, 3-15=-609/120, 15-18=0/303, 4-18=0/292, 11-19=0/303, 6-19=0/292,
4-17=-1002/141, 6-17=-1002/141
NOTES-(10)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0,
Interior(1) 15-0-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
BLKS
Truss Type
JOIST
Qty
35
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)Blocking
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:38 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-7yY6D66fTIf7j6JRbnFiAfqkGH1T91EPA9yFSgydzbh
Scale = 1:4.1
B1
2
1
1-10-4
1-10-4
1-10-4
1-10-4
0-3-8LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Plate Metal DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
0.90
0.90
0.90
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.00
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
2
1-2
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
Weight: 2 lb FT = 20%
GRIP
LUMBER-
BOT CHORD 2x4 HF No.2
BRACING-
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)2=12/0-5-8 (min. 0-1-8), 1=12/0-5-8 (min. 0-1-8)
Max Grav 2=30(LC 5), 1=30(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(5)
1) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=0.00; Ct=1.10
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
5) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
BLKV
Truss Type
JOIST
Qty
36
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)Blocking
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:38 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-7yY6D66fTIf7j6JRbnFiAfqkGH1T91EPA9yFSgydzbh
Scale = 1:4.1
B1
2
1
1-10-4
1-10-4
1-10-4
1-10-4
0-3-82X4 VENTED BLOCK
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Plate Metal DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
0.90
0.90
0.90
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.00
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
2
1-2
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
Weight: 2 lb FT = 20%
GRIP
LUMBER-
BOT CHORD 2x4 HF No.2
BRACING-
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)2=12/0-5-8 (min. 0-1-8), 1=12/0-5-8 (min. 0-1-8)
Max Grav 2=30(LC 5), 1=30(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(5)
1) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=0.00; Ct=1.10
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
5) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
M01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:40 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-3Lgsdo8w?vvryQTqiCHAF4v0i5g8dxjieTRMXYydzbf
Scale = 1:14.5
T1
W1
B1
ST1
1
2
3
4
3x4
3x4 3x4
1.5x4
1.5x4
3-11-8
3-11-8
-1-0-0
1-0-0
3-11-8
3-11-8
0-4-32-3-152-9-116.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.26
0.20
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
4-9
4-9
2
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 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)4=144/Mechanical, 2=227/0-3-8 (min. 0-1-8)
Max Horz 2=58(LC 11)
Max Uplift4=-20(LC 12), 2=-24(LC 12)
Max Grav 4=211(LC 19), 2=342(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(12)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
12) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
M02
Truss Type
MONOPITCH
Qty
7
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:42 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-0jnd2U9AXXAYCkdCqdJeKV_MCuMc5rD?5nwTbRydzbd
Scale = 1:14.5
T1
W1
B1
1
2
3
4
3x4
3x4 3x4
3-11-8
3-11-8
-1-0-0
1-0-0
3-11-8
3-11-8
0-4-32-3-152-9-116.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.26
0.20
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
4-7
4-7
2
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 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)4=144/Mechanical, 2=227/0-3-8 (min. 0-1-8)
Max Horz 2=58(LC 11)
Max Uplift4=-20(LC 12), 2=-24(LC 12)
Max Grav 4=211(LC 19), 2=342(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(10)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
M03
Truss Type
MONOPITCH
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:44 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-y6vNTABQ28QGR1nbx2M6Qw4iXi1QZljIZ5PZgKydzbb
Scale = 1:14.5
T1 W1
B1
1
2
3
3x4
3x4
3x4
3-11-8
3-11-8
3-11-8
3-11-8
0-4-32-3-156.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.27
0.24
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
3-6
3-6
1
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 12 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 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=153/0-3-8 (min. 0-1-8), 3=153/Mechanical
Max Horz 1=52(LC 11)
Max Uplift1=-9(LC 12), 3=-22(LC 12)
Max Grav 1=217(LC 18), 3=217(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(9)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 live loads.
5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
Job
J1122635
Truss
M04
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Tue Sep 13 15:45:46 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-uU18urChalg_gLw_3TOaVL920Vju1fCb0PugkCydzbZ
Scale = 1:14.5
T1 W1
B1
ST1
1
2
3
3x4
3x4
3x4
1.5x4
1.5x4
3-11-8
3-11-8
3-11-8
3-11-8
0-4-32-3-156.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
8.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.27
0.24
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
3-8
3-8
1
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 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=153/0-3-8 (min. 0-1-8), 3=153/Mechanical
Max Horz 1=52(LC 11)
Max Uplift1=-9(LC 12), 3=-22(LC 12)
Max Grav 1=217(LC 18), 3=217(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-(11)
1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
11) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard