Truss EngineeringJob
J1122634
Truss
A01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:30 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-_z9IPEKzBNCszd2DHRSvRnuUfHK2CTzJpDpzIQyy5hx
Scale = 1:43.8
T1 T1
B1
W3
W4 W5W2W1
T2 T3
T4
ST2ST1 ST4 ST5
ST6 ST8 ST9 ST10
B21
2
3
4
5
6 7
11 10
9 8
29
30
31 32
33
34
5x8
4x4
3x6
3x6
3x6
4x4 3x6 3x8
4x16
3x8
3x8
3x8
4x10
3x6
4x5
6-11-13
6-11-13
12-10-4
5-10-7
16-4-3
3-5-15
24-0-0
7-7-13
-1-0-0
1-0-0
6-11-13
6-11-13
12-0-0
5-0-3
16-4-3
4-4-3
24-0-0
7-7-13
25-0-0
1-0-0
0-3-154-3-154-7-110-3-154.00 12
Plate Offsets (X,Y)-- [2:0-3-6,Edge], [3:0-2-12,0-2-0], [4:0-1-0,0-2-4], [5:0-7-0,0-2-0], [6:0-3-4,Edge], [6:0-10-8,0-1-8]
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
0.71
0.41
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.14
0.01
(loc)
2-11
2-11
9
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 120 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
OTHERS 2x4 HF 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.(lb/size)2=408/0-3-8 (min. 0-1-8), 9=1332/0-3-8 (min. 0-2-3), 6=308/0-3-8 (min. 0-1-8)
Max Horz 2=-47(LC 17)
Max Uplift2=-70(LC 8), 9=-67(LC 8), 6=-74(LC 9)
Max Grav 2=479(LC 19), 9=1332(LC 1), 6=400(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=-594/42, 29-30=-525/48, 3-30=-444/60, 3-31=-12/500, 4-31=-8/574, 4-32=-11/686,
5-32=-14/638, 5-33=-160/376, 33-34=-193/331, 6-34=-245/321
BOT CHORD 2-11=-55/500, 10-11=-66/471, 9-10=-66/471, 8-9=-322/177, 6-8=-315/184
WEBS 4-9=-555/64, 5-9=-880/108, 3-9=-1079/130, 3-11=0/257
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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-11, Exterior(2R) 9-0-11 to 15-0-11,
Interior(1) 15-0-11 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) 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 studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 6.
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
J1122634
Truss
A02
Truss Type
Common Structural Gable
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:33 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-OYrQ1GNrUIbRq5mozZ?c3QW0zUKqPqolVB2dvlyy5hu
Scale = 1:42.4
T1 T1
B1
W3
W4 W5W2W1
B212
3
4
5
6 7
11 10
9 8
18
19
20 21
22
23
3x6 3x6 3x8
4x4
3x4
1.5x4
3x4
1.5x4
3x6
6-11-13
6-11-13
12-10-4
5-10-7
16-4-3
3-5-15
24-0-0
7-7-13
-1-0-0
1-0-0
6-11-13
6-11-13
12-0-0
5-0-3
16-4-3
4-4-3
24-0-0
7-7-13
25-0-0
1-0-0
0-3-154-3-154-7-110-3-154.00 12
Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [6:0-1-6,Edge]
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
0.70
0.53
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.12
-0.21
0.01
(loc)
8-17
8-17
9
l/defl
>999
>624
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF 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.(lb/size)2=440/0-3-8 (min. 0-1-8), 9=1265/0-3-8 (min. 0-2-1), 6=347/0-3-8 (min. 0-1-8)
Max Horz 2=-49(LC 13)
Max Uplift2=-68(LC 8), 9=-64(LC 8), 6=-69(LC 9)
Max Grav 2=513(LC 19), 9=1265(LC 1), 6=421(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-706/56, 18-19=-666/61, 3-19=-591/71, 3-20=-5/356, 4-20=0/450, 4-21=-2/555,
5-21=-8/481, 5-22=-271/211, 22-23=-300/171, 6-23=-348/156
BOT CHORD 2-11=-66/632, 10-11=-66/632, 9-10=-66/632, 8-9=-162/285, 6-8=-162/285
WEBS 4-9=-532/78, 5-9=-897/110, 3-9=-1072/116, 3-11=0/251
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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 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
J1122634
Truss
A03
Truss Type
Monopitch
Qty
15
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:35 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-LwyBSyO60vr93OwB4_248rbMLI1Mtlq2yVXk_dyy5hs
Scale = 1:25.7
T1 W3
B1
W2W1
1
2
3
4
6 5
10
11
12
3x4
3x4 3x4
3x4
1.5x4
6-3-2
6-3-2
6-3-6
0-0-4
12-0-0
5-8-10
-1-0-0
1-0-0
6-3-2
6-3-2
6-3-6
0-0-4
12-0-0
5-8-10
0-3-154-3-154-7-114.00 12
Plate Offsets (X,Y)-- [2:0-2-6,Edge], [5:0-1-12,0-1-8]
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
0.58
0.40
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.06
-0.10
0.02
(loc)
6-9
6-9
5
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-1 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)2=543/0-5-8 (min. 0-1-8), 5=471/Mechanical
Max Horz 2=118(LC 11)
Max Uplift2=-67(LC 8), 5=-57(LC 12)
Max Grav 2=604(LC 19), 5=623(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-1078/111, 10-11=-1049/114, 3-11=-980/124
BOT CHORD 2-6=-103/995, 5-6=-103/995
WEBS 3-5=-1065/162
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 8-10-4, Exterior(2E) 8-10-4 to 11-10-4
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
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) 2, 5.
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
J1122634
Truss
A04
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:38 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-lVeJ4zQ_JqDkwsfml6bnmTDsiV4945vUeTmOayyy5hp
Scale = 1:42.4
T1 T1
B1
W3
W4 W5W2W1
B212
3
4
5
6 7
11 10
9 8
18
19
20 21
22
23
4x4 3x6 3x8
4x6
3x4
1.5x4
3x4
1.5x4 3x4
6-3-6
6-3-6
12-2-12
5-11-6
18-2-12
6-0-0
24-0-0
5-9-4
-1-0-0
1-0-0
6-3-6
6-3-6
12-0-0
5-8-10
18-2-12
6-2-12
24-0-0
5-9-4
25-0-0
1-0-0
0-3-154-3-154-7-110-3-154.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-2-8]
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
0.70
0.33
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.06
-0.10
0.01
(loc)
11-14
11-14
9
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 83 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF 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.(lb/size)2=377/0-5-8 (min. 0-1-8), 9=1323/0-5-8 (min. 0-2-3), 6=351/0-3-8 (min. 0-1-8)
Max Horz 2=49(LC 12)
Max Uplift2=-64(LC 8), 9=-67(LC 8), 6=-68(LC 9)
Max Grav 2=457(LC 19), 9=1323(LC 1), 6=427(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-618/58, 18-19=-588/62, 3-19=-521/71, 3-20=-16/465, 4-20=-6/572, 4-21=-15/621,
5-21=-26/558, 5-22=-516/95, 22-23=-519/93, 6-23=-600/83
BOT CHORD 2-11=-72/558, 10-11=-72/558, 9-10=-72/558, 8-9=-50/550, 6-8=-50/550
WEBS 4-9=-695/120, 5-9=-1082/132, 3-9=-1061/125
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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 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
J1122634
Truss
A05
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:40 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-hum4VfSErRTSA9o8tXdFruIC3JnxY?9n6nFVfryy5hn
Scale = 1:45.0
T1 T1
B1
W5
W7 W8W2W1
T4
W6
W4
W3
T3
T2
ST7
ST6ST4
ST5ST2ST1
ST5
B212
3
4
5
6
7 8
15 14 13 12 11 10
9
27
28
29
30
31
5x8 MT18HS
3x6
3x6 3x6
4x5
3x4 3x8
3x4
4x16
3x6
3x6
3x10
2x4
2x4
2x4
2x4
10x10 2x4
2x4
3x4
6-3-6
6-3-6
12-2-12
5-11-6
18-2-12
6-0-0
24-0-0
5-9-4
-1-0-0
1-0-0
6-3-6
6-3-6
12-0-0
5-8-10
18-2-12
6-2-12
24-0-0
5-9-4
25-0-0
1-0-0
0-3-154-3-154-7-110-3-154.00 12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-13], [2:0-0-4,0-2-0], [3:0-1-15,0-0-8], [4:0-4-0,0-2-0], [16:0-1-10,0-1-0], [21:0-1-11,0-0-12]
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
0.65
0.24
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.07
0.01
(loc)
7-9
7-9
7
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
MT18HS
Weight: 130 lb FT = 20%
GRIP
185/148
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud *Except*
W6,W4,W3: 2x6 DF SS
OTHERS 2x4 HF 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, Except:
10-0-0 oc bracing: 9-10,7-9.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-5-8 except (jt=length) 7=0-3-8.
(lb) - Max Horz 2=47(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 14, 7 except 13=-187(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 2, 14, 15 except 10=1119(LC 20), 10=996(LC 1), 13=430(LC 19),
12=310(LC 5), 7=462(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-29=0/343, 4-29=0/391, 4-5=0/471, 5-6=0/391, 6-30=-572/86, 30-31=-574/84,
7-31=-682/73
BOT CHORD 9-10=-40/598, 7-9=-40/598
WEBS 4-10=-629/95, 6-10=-1022/118, 3-10=-264/48, 3-13=-496/126
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 Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-4, Exterior(2R) 9-0-4 to 15-0-4,
Interior(1) 15-0-4 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) 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 MT20 plates unless otherwise indicated.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
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, 10, 14, 7
except (jt=lb) 13=187.
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
J1122634
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:43 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-6TRC7hU77Mr01dXjYgByTXwo9WlclWPDolT9G9yy5hk
Scale = 1:31.1
T1 T1
B1
W4
W2W2
W1
W3
W5
T3
T2
T4
ST1
ST1 ST2
1
2
3
4
5
6
7
8
10
9
15 16
17 18
19 20
4x8
3x4
4x5 3x6 4x4 3x8
4x4
6x6
1.5x4
4x4
5x6
3x8
2x4
2x4
2x4
3x6
1.5x4
1.5x4
4-6-0
4-6-0
8-3-0
3-9-0
16-6-0
8-3-0
-1-0-0
1-0-0
4-6-6
4-6-6
8-3-0
3-8-10
11-11-10
3-8-10
16-6-0
4-6-6
17-6-0
1-0-0
0-3-153-0-153-4-110-3-154.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [2:0-3-4,Edge], [3:0-2-4,0-2-13], [4:0-4-0,0-1-8], [6:0-1-0,0-2-0], [10:0-3-7,0-2-4], [11:0-0-15,0-0-2], [12:0-1-11,0-1-0]
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
0.34
0.50
0.22
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.12
-0.23
0.04
(loc)
7-9
7-9
7
l/defl
>999
>606
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 83 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud *Except*
W1,W3,W5: 2x6 DF SS
OTHERS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-11 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 4-9-8 except (jt=length) 7=0-3-8.
(lb) - Max Horz 2=-33(LC 17)
Max Uplift All uplift 100 lb or less at joint(s) 2, 7
Max Grav All reactions 250 lb or less at joint(s) 10, 10 except 2=717(LC 19), 7=782(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-1576/293, 15-16=-1532/298, 3-16=-1513/304, 3-17=-1006/214, 4-17=-982/223,
4-5=-948/226, 5-18=-971/218, 6-18=-1024/217, 6-19=-1515/289, 19-20=-1518/281,
7-20=-1555/277
BOT CHORD 2-10=-248/1447, 9-10=-248/1447, 7-9=-226/1429
WEBS 4-9=-13/327, 6-9=-542/101, 3-9=-597/122
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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-2-15, Exterior(2R) 5-2-15 to 11-2-15,
Interior(1) 11-2-15 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
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
Job
J1122634
Truss
B02
Truss Type
Common
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:45 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:TVoit5oqP_Bf1pIlNVaWDMyyAo_-2rZzYMWNf_5kGxh6g4DQYy?9fKRIDQaWF2yGK2yy5hi
Scale = 1:30.1
T1 T1
B1
W2
W1W1
1
2
3
4
5
6
7
8
15 16
17 18
19 20
4x4
4x4
3x8
4x4
1.5x4 1.5x4
8-3-0
8-3-0
16-6-0
8-3-0
-1-0-0
1-0-0
4-6-9
4-6-9
8-3-0
3-8-7
11-11-7
3-8-7
16-6-0
4-6-9
17-6-0
1-0-0
0-3-153-0-153-4-110-3-154.00 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
0.27
0.49
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.17
0.04
(loc)
8-14
8-14
6
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 54 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-2 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=726/0-3-8 (min. 0-1-8), 6=726/0-3-8 (min. 0-1-8)
Max Horz 2=-35(LC 13)
Max Uplift2=-75(LC 8), 6=-75(LC 9)
Max Grav 2=805(LC 19), 6=805(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-1714/283, 15-16=-1690/284, 3-16=-1688/292, 3-17=-1115/201, 4-17=-1071/210,
4-18=-1071/210, 5-18=-1115/201, 5-19=-1688/292, 19-20=-1690/284, 6-20=-1714/283
BOT CHORD 2-8=-229/1602, 6-8=-229/1602
WEBS 4-8=-17/438, 5-8=-655/121, 3-8=-655/121
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 5-3-0, Exterior(2R) 5-3-0 to 11-3-0,
Interior(1) 11-3-0 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 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.
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
J1122634
Truss
C01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:48 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-SQF5BOYGyvUJ7OQhLDn7AadbKXOjQpNyx0BwxNyy5hf
Scale = 1:24.4
T1 T1
B1
W1ST2
ST1
ST2
ST1
1
2
3
4
5
6
21
22
23 24
25
26
3x6
3x6
4x4
6-6-0
6-6-0
13-0-0
6-6-0
-1-0-0
1-0-0
6-6-0
6-6-0
13-0-0
6-6-0
14-0-0
1-0-0
0-3-152-5-152-9-110-3-154.00 12
Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-2-2,Edge]
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
0.63
0.76
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.13
-0.18
0.02
(loc)
6-20
6-20
4
l/defl
>999
>859
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2
OTHERS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-7 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)2=586/0-3-8 (min. 0-1-8), 4=586/0-3-8 (min. 0-1-8)
Max Horz 2=-28(LC 17)
Max Uplift2=-65(LC 8), 4=-65(LC 9)
Max Grav 2=693(LC 19), 4=693(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-929/224, 22-23=-873/228, 3-23=-867/236, 3-24=-867/236, 24-25=-873/228,
4-25=-929/224
BOT CHORD 2-6=-155/822, 4-6=-155/822
WEBS 3-6=0/256
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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-6-0, Exterior(2R) 3-6-0 to 9-6-0,
Interior(1) 9-6-0 to 11-0-0, Exterior(2E) 11-0-0 to 14-0-0 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 studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
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
J1122634
Truss
D01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:50 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-OpMsb4aWUWk1NiZ3SepbF?j28LF4ujjFPKg10Fyy5hd
Scale = 1:22.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15 16
4x4
3x4 3x4
12-0-0
12-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
13-0-0
1-0-0
0-3-152-3-152-7-110-3-154.00 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-P
0.16
0.06
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
9
8
8
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 HF 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 12-0-0.
(lb) - Max Horz 2=26(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 11 except 2=269(LC 19), 8=269(LC 20), 14=348(LC 19),
10=348(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-14=-298/132, 7-10=-298/132
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 3-0-0, Corner(3R) 3-0-0 to 9-0-0,
Exterior(2N) 9-0-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 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, 8, 13, 14, 11,
10.
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
J1122634
Truss
D02
Truss Type
Common
Qty
3
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:53 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-pO2_E6cOnR6cE9Ie8mMIteLQDY5L533i5Iuhcayy5ha
Scale = 1:22.8
T1 T1
B1
W1
1
2
3
4
5
6
13
14 15
16
3x6
3x6
1.5x4
4x4
6-0-0
6-0-0
12-0-0
6-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
13-0-0
1-0-0
0-3-152-3-152-7-110-3-154.00 12
Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-2-2,Edge]
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
0.68
0.73
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.11
-0.15
0.01
(loc)
6-9
6-9
4
l/defl
>999
>937
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-8 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=546/0-3-8 (min. 0-1-8), 4=546/0-3-8 (min. 0-1-8)
Max Horz 2=26(LC 12)
Max Uplift2=-62(LC 8), 4=-62(LC 9)
Max Grav 2=667(LC 19), 4=667(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-869/235, 13-14=-816/238, 3-14=-803/246, 3-15=-803/246, 15-16=-816/238,
4-16=-869/235
BOT CHORD 2-6=-165/762, 4-6=-165/762
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 3-0-0, Exterior(2R) 3-0-0 to 9-0-0,
Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
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
J1122634
Truss
E01
Truss Type
GABLE
Qty
2
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:55 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-lnAlfnefI2MJTTS1FBPmy3QvMMyvZ_K_YcNohTyy5hY
Scale = 1:22.8
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
19 20
4x4
3x4 3x4
12-0-0
12-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
13-0-0
1-0-0
0-4-33-4-33-9-150-4-36.00 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-P
0.06
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
11
10
10
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 HF 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 12-0-0.
(lb) - Max Horz 2=-40(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12
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 3-0-0, Corner(3R) 3-0-0 to 9-0-0,
Exterior(2N) 9-0-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 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, 10, 16, 17, 18,
14, 13, 12.
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
J1122634
Truss
E02
Truss Type
Common
Qty
12
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:11:58 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-9LrtHpgXbzkuKwBcwJyTah2FcZpamKIRFacSIoyy5hV
Scale = 1:23.5
T1 T1
B1
W1
1
2
3
4
5
6
13
14 15
16
3x8 3x8 1.5x4
4x4
6-0-0
6-0-0
12-0-0
6-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
13-0-0
1-0-0
0-4-33-4-33-9-150-4-36.00 12
Plate Offsets (X,Y)-- [2:0-0-12,Edge], [4:0-0-12,Edge]
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
0.77
0.73
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.11
-0.15
0.01
(loc)
6-9
6-9
4
l/defl
>999
>968
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 36 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-0 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)2=546/0-5-8 (min. 0-1-8), 4=546/0-5-8 (min. 0-1-8)
Max Horz 2=-40(LC 13)
Max Uplift2=-42(LC 12), 4=-42(LC 13)
Max Grav 2=646(LC 19), 4=646(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-723/142, 13-14=-609/146, 3-14=-584/156, 3-15=-584/156, 15-16=-609/146,
4-16=-723/142
BOT CHORD 2-6=-44/522, 4-6=-44/522
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 3-0-0, Exterior(2R) 3-0-0 to 9-0-0,
Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
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
J1122634
Truss
E03
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:00 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-6kzeiVhn7a_cZEK_2k_xf67cyNTHECWjiu5ZMgyy5hT
Scale = 1:23.0
T1
T2
B1
W1
1
2
3
4
5
12 13
14
15 16
4x5
4x5
1.5x4
4x4
6-0-0
6-0-0
12-0-0
6-0-0
6-0-0
6-0-0
12-0-0
6-0-0
13-0-0
1-0-0
0-4-33-4-33-9-150-4-36.00 12
Plate Offsets (X,Y)-- [1:0-1-8,Edge], [3:0-1-8,Edge]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.71
0.78
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.10
-0.16
0.02
(loc)
5-8
5-8
3
l/defl
>999
>914
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 37 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-10 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=677/0-5-8 (min. 0-1-8), 3=749/0-5-8 (min. 0-1-8)
Max Horz 1=-45(LC 17)
Max Grav 1=778(LC 19), 3=848(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-1137/0, 2-12=-1003/0, 2-13=-1003/0, 13-14=-1020/0, 3-14=-1134/0
BOT CHORD 1-15=0/897, 5-15=0/897, 5-16=0/897, 3-16=0/897
WEBS 2-5=0/609
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) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-0-0,
Exterior(2E) 10-0-0 to 13-0-0 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.
7) 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.
8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 has/have been modified.
Building designer must review loads to verify that they are correct for the intended use of this truss.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down at 5-0-0, 100 lb
down at 5-0-0, and 100 lb down at 7-0-0, and 100 lb down at 7-0-0 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).
11) All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
Job
J1122634
Truss
E03
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:00 2022 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-6kzeiVhn7a_cZEK_2k_xf67cyNTHECWjiu5ZMgyy5hT
LOAD CASE(S)Standard
Uniform Loads (plf)
Vert: 1-2=-66, 2-4=-66, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-53, 2-4=-54, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-7=-53, 2-7=-82, 2-4=-27, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-27, 2-10=-82, 4-10=-53, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-16, 2-4=-16, 6-9=-34
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-12=25, 2-12=31, 2-13=31, 13-14=21, 3-14=25, 3-4=37, 6-9=-8
Horz: 1-12=-35, 2-12=-40, 2-13=40, 13-14=31, 3-14=35, 3-4=47
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
7) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-29, 2-3=-29, 3-4=-7, 6-9=-14
Horz: 1-2=13, 2-3=-13, 3-4=9
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-2, 2-3=6, 3-4=3, 6-9=-8
Horz: 1-2=-8, 2-3=16, 3-4=12
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=6, 2-3=-2, 3-4=7, 6-9=-8
Horz: 1-2=-16, 2-3=8, 3-4=17
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-16, 2-3=-7, 3-4=-4, 6-9=-14
Horz: 1-2=-0, 2-3=9, 3-4=12
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-7, 2-3=-16, 3-4=-12, 6-9=-14
Horz: 1-2=-9, 2-3=0, 3-4=4
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=17, 2-3=5, 3-4=2, 6-9=-8
Horz: 1-2=-26, 2-3=15, 3-4=11
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=5, 2-3=17, 3-4=13, 6-9=-8
Horz: 1-2=-15, 2-3=26, 3-4=22
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Continued on page 3
Job
J1122634
Truss
E03
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:00 2022 Page 3 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-6kzeiVhn7a_cZEK_2k_xf67cyNTHECWjiu5ZMgyy5hT
LOAD CASE(S)Standard
Uniform Loads (plf)
Vert: 1-2=9, 2-3=2, 3-4=-2, 6-9=-8
Horz: 1-2=-18, 2-3=12, 3-4=8
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=2, 2-3=9, 3-4=5, 6-9=-8
Horz: 1-2=-12, 2-3=18, 3-4=14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=3, 2-3=-9, 3-4=-5, 6-9=-14
Horz: 1-2=-19, 2-3=7, 3-4=11
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-9, 2-3=3, 3-4=6, 6-9=-14
Horz: 1-2=-7, 2-3=19, 3-4=22
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
18) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-16, 2-3=-16, 3-4=-66, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
19) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-7=-66, 2-7=-104, 2-4=-31, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
20) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-31, 2-10=-104, 4-10=-66, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
21) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (plf)
Vert: 1-2=-16, 2-4=-16, 6-9=-14
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-53, 2-3=-47, 3-4=-44, 6-9=-14
Horz: 1-2=-0, 2-3=6, 3-4=9
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-47, 2-3=-53, 3-4=-50, 6-9=-14
Horz: 1-2=-6, 2-3=0, 3-4=3
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-39, 2-3=-48, 3-4=-45, 6-9=-14
Horz: 1-2=-14, 2-3=6, 3-4=8
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-48, 2-3=-39, 3-4=-37, 6-9=-14
Horz: 1-2=-6, 2-3=14, 3-4=17
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
26) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-26, 2-3=-26, 3-4=7, 6-9=-8
Horz: 1-2=16, 2-3=-16, 3-4=16
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
27) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60
Continued on page 4
Job
J1122634
Truss
E03
Truss Type
Common
Qty
4
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:00 2022 Page 4 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-6kzeiVhn7a_cZEK_2k_xf67cyNTHECWjiu5ZMgyy5hT
LOAD CASE(S)Standard
Uniform Loads (plf)
Vert: 1-2=7, 2-4=7, 6-9=-8
Horz: 1-2=-16, 2-4=16
Concentrated Loads (lb)
Vert: 15=-200(F=-100, B=-100) 16=-200(F=-100, B=-100)
Job
J1122634
Truss
G01
Truss Type
GABLE
Qty
1
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:02 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-275O7Aj2fCEKpYUN991PkXC60ALFi9r09CagRZyy5hR
Scale = 1:18.8
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
6
7
10 9 8
11
12
4x4
3x4 3x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
8-0-0
8-0-0
-1-0-0
1-0-0
4-0-0
4-0-0
8-0-0
4-0-0
9-0-0
1-0-0
0-4-32-4-32-9-150-4-36.00 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-P
0.10
0.04
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
6
6
6
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
OTHERS 2x4 HF 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 8-0-0.
(lb) - Max Horz 2=-28(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 9 except 2=260(LC 19), 6=260(LC 20), 10=286(LC 19),
8=286(LC 20)
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 Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 6-0-0, Corner(3E) 6-0-0 to 9-0-0 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) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8.
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
J1122634
Truss
G02
Truss Type
Common
Qty
6
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.530 s Jun 10 2022 MiTek Industries, Inc. Thu Jul 14 14:12:05 2022 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:05GldioN4nmgBBRuflmsJ8yy6OW-SimXlClwy7dvg?DyrHa6MAqaVOJyvWVTsAoK2uyy5hO
Scale = 1:18.8
T1 T1
B1
W1
1
2
3
4
5
6
13
14
3x4 3x4
1.5x4
4x4
4-0-0
4-0-0
8-0-0
4-0-0
-1-0-0
1-0-0
4-0-0
4-0-0
8-0-0
4-0-0
9-0-0
1-0-0
0-4-32-4-32-9-150-4-36.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,Edge]
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
0.28
0.30
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
6-9
6-9
4
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
185/148
LUMBER-
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF 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)2=386/0-5-8 (min. 0-1-8), 4=386/0-5-8 (min. 0-1-8)
Max Horz 2=-28(LC 17)
Max Uplift2=-33(LC 12), 4=-33(LC 13)
Max Grav 2=508(LC 19), 4=508(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-458/131, 3-13=-370/138, 3-14=-370/138, 4-14=-458/131
BOT CHORD 2-6=-40/331, 4-6=-40/331
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, Exterior(2R) 2-0-0 to 6-0-0, Exterior(2E) 6-0-0 to 9-0-0
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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
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