Roof Truss EngineeringJob
J1142542
Truss
A01
Truss Type
GABLE
Qty
3
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.620 s Oct 13 2022 MiTek Industries, Inc. Fri Jun 2 09:44:06 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-0?JxpIZMOCv1ZazCSW73l62aW9CcSpVrZF_Jo_zAKed
Scale = 1:41.4
T1 T1
B1
ST8
ST1
ST2ST3
ST4
ST5
ST6ST7
ST1
ST2 ST3
ST4
ST5
ST6
B2
ST7
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 38
39
4x4
3x4
3x6
3x4
22-9-0
22-9-0
-1-0-0
1-0-0
11-4-8
11-4-8
22-9-0
11-4-8
23-9-0
1-0-0
0-4-36-0-76-6-30-4-36.00 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
0.06
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: 126 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 22-9-0.
(lb) - Max Horz 2=70(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 25, 35, 34, 33, 32, 31, 29, 18, 28
Max Grav All reactions 250 lb or less at joint(s) 2, 27, 20, 21, 22, 23, 24, 25, 26, 35, 34, 33, 32, 31, 29,
18, 28
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 8-4-8, Corner(3R) 8-4-8 to 14-4-8,
Exterior(2N) 14-4-8 to 20-9-0, Corner(3E) 20-9-0 to 23-9-0 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 2x4 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, 20, 21, 22, 23,
24, 25, 35, 34, 33, 32, 31, 29, 18, 28.
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
J1142542
Truss
A02
Truss Type
Common
Qty
25
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.620 s Oct 13 2022 MiTek Industries, Inc. Fri Jun 2 09:44:09 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-Qa_4RJbEg7HcQ1hn7egmMkguGM3Ie7GHFDDzOJzAKea
Scale = 1:40.4
T1 T1
B1
W2
W1
W2
W1
B21
2
3
4
5
6
7
10 9 8
17
18
19 20
21
22
23 24
4x4 3x6 3x4
4x6
2x4
3x4
2x4
4x4
7-0-2
7-0-2
15-8-14
8-8-13
22-9-0
7-0-2
-1-0-0
1-0-0
5-3-6
5-3-6
11-4-8
6-1-2
17-5-10
6-1-2
22-9-0
5-3-6
23-9-0
1-0-0
0-4-36-0-76-6-30-4-36.00 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
0.86
0.67
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.26
-0.38
0.05
(loc)
8-10
8-10
6
l/defl
>999
>726
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 86 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.
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=976/0-3-8 (min. 0-1-11), 6=976/0-3-8 (min. 0-1-11)
Max Horz 2=70(LC 12)
Max Uplift2=-67(LC 12), 6=-67(LC 13)
Max Grav 2=1044(LC 3), 6=1044(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1829/155, 3-17=-1740/173, 3-18=-1674/158, 18-19=-1660/171, 4-19=-1558/184,
4-20=-1558/184, 20-21=-1660/171, 5-21=-1674/158, 5-22=-1740/173, 6-22=-1829/155
BOT CHORD 2-10=-113/1618, 9-10=-11/964, 9-23=-11/964, 23-24=-11/964, 8-24=-11/964,
6-8=-92/1618
WEBS 4-8=-51/753, 5-8=-493/131, 4-10=-51/753, 3-10=-493/131
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 8-4-8, Exterior(2R) 8-4-8 to 14-4-8,
Interior(1) 14-4-8 to 20-9-0, Exterior(2E) 20-9-0 to 23-9-0 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; 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
J1142542
Truss
Z1
Truss Type
JOIST
Qty
26
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.620 s Oct 13 2022 MiTek Industries, Inc. Fri Jun 2 09:44:10 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-unYSefcsRRPT2BGzhMB?vyDGVmZhNdRQUtyXxlzAKeZ
Scale = 1:4.1
B1
2
1
1-10-8
1-10-8
1-10-8
1-10-8
0-3-82 x 4 Vent Block W ( 4 ) 2" Holes and Screen
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
J1142542
Truss
Z2
Truss Type
JOIST
Qty
26
Ply
1
Soundbuilt NW, LLC
Job Reference (optional)
8.620 s Oct 13 2022 MiTek Industries, Inc. Fri Jun 2 09:44:11 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:VsZGhLyaSzlleeYd3d7kMDyxt1o-Nz6qs?dVClYKgLrAF3iES9mRFAvw64gajXi4TBzAKeY
Scale = 1:4.1
B1
2
1
1-10-8
1-10-8
1-10-8
1-10-8
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