HomeMy WebLinkAboutI30803066.7_Hamlet_RoofRe:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by ProBuild (CarterLee Bldg Components).
Liu, Xuegang
Pages or sheets covered by this seal: I30803066 thru I30803096
My license renewal date for the state of Indiana is July 31, 2018.
7_Hamlet_Roof
Truss Engineer’s responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
IMPORTANT NOTE:
McKenzie 7 Hamlet
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
August 18,2017
Job
7_HAMLET_ROOF
Truss
CG01
Truss Type
Diagonal Hip Girder
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803066
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:01 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9eIid7Fv40S8d55wdbYubsXlNiAnDy0xuEgdCqymury
Scale = 1:25.0
1
2
6
5
7
3
8
4
2x4
4x6
2x4
1-6-0
1-6-0
5-7-2
4-1-2
-1-10-10
1-10-10
5-7-2
5-7-2
2-0-4
3-4-1
2-10-1
3-4-1
2.83 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
Job
7_HAMLET_ROOF
Truss
GE01
Truss Type
GABLE
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803067
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:01 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9eIid7Fv40S8d55wdbYubsXpxiC3DysxuEgdCqymury
Scale = 1:26.5
1
2 3 4 5 6 7 8 9 10 11 12 13
26 25 24 23 22 21 20 19 18 17 16 15 14
2x4
2x4
2x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
15-6-12
15-6-12
1-3-1
1-6-15
0.25 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Job
7_HAMLET_ROOF
Truss
GE02
Truss Type
GABLE
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803068
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:02 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-dqs4qTGXrKb_FFg6BJ47844_h6XIyP747uPAlGymurx
Scale = 1:27.2
1
2 3 4 5 6 7 8 9
10 11 12 13 14
27 26 25 24 23 22 21 20 19 18 17 16 15
2x4
2x4
3x6 2x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
16-0-0
16-0-0
16-0-0
16-0-0
1-3-1
1-7-1
0.25 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
Job
7_HAMLET_ROOF
Truss
GE03
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803069
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:03 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-51QT1pH9cdjrtOFJl0bMgHc8TWt2hsLELY9kHjymurw
Scale = 1:45.3
1
2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20 21 22 23
46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
3x6
3x6
27-6-8
27-6-8
27-6-8
27-6-8
1-11-3
2-6-1
0.25 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.09
0.05
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Job
7_HAMLET_ROOF
Truss
GE04
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803070
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:03 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-51QT1pH9cdjrtOFJl0bMgHc9UWtYhsVELY9kHjymurw
Scale = 1:20.6
1
2 3 4 5 6 7 8 9 10
20 19 18 17 16 15 14 13 12 11
2x4
2x4
2x4
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
12-1-12
12-1-12
1-7-1
1-10-2
0.25 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
Job
7_HAMLET_ROOF
Truss
GE05
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803071
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:04 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ZDzrF9HnNxriUYqVIk6bDV9KwwDmQJjNaCuHp9ymurv
Scale = 1:35.2
1
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
3x6
2x4
3x6 2x4
3x6 2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
20-7-0
20-7-0
20-7-0
20-7-0
2-0-7
2-5-9
0.25 12
LOADING (psf)
TCLL
Job
7_HAMLET_ROOF
Truss
GE06
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803072
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiVsKZz9m?WpserLbymuru
Scale = 1:36.6
1
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
2x4
2x4
2x4
3x6 2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
5x6
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
21-5-0
21-5-0
21-5-0
21-5-0
1-7-1
2-0-7
0.25 12
Plate Offsets (X,Y)-- [13:0-3-0,0-3-0]
Job
7_HAMLET_ROOF
Truss
J01
Truss Type
Jack-Open
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803073
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiSjKZV9mVWpserLbymuru
Scale = 1:19.9
1
2
6
5
3
4
2x4
3x4
2x4
1-6-0
1-6-0
2-0-7
0-6-7
-1-4-0
1-4-0
2-0-7
2-0-7
2-0-4
2-8-6
2-4-3
2-8-6
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
Job
7_HAMLET_ROOF
Truss
J02
Truss Type
Jack-Open
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803074
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:05 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-2PXDSVIP8FzZ6iPhsRdqmiiSjKZV9mVWpserLbymuru
Scale = 1:19.9
1
2
6
5
3
4
2x4
3x4
2x4
1-6-0
1-6-0
2-0-7
0-6-7
-1-4-0
1-4-0
2-0-7
2-0-7
2-0-4
2-8-6
2-4-3
2-8-6
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
Job
7_HAMLET_ROOF
Truss
J03
Truss Type
Jack-Open
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803075
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwEczjtUuCSg1WNOu2ymurt
Scale = 1:23.7
1
2
6
5
3
4
2x4
3x4
2x4
1-6-0
1-6-0
4-0-0
2-6-0
-1-4-0
1-4-0
4-0-0
4-0-0
2-0-4
3-4-4
3-0-1
3-4-4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
Job
7_HAMLET_ROOF
Truss
M01
Truss Type
MONOPITCH
Qty
19
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803076
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwEVHjsYu?Yg1WNOu2ymurt
Scale = 1:26.4
1
2 3
6
5 4
3x4
8x8
8x8
8x8 3x4
2x4
7-9-6
7-9-6
15-6-12
7-9-6
7-9-6
7-9-6
15-6-12
7-9-6
1-3-1
1-6-15
0.25 12
Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-3-7,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
YES
IRC2003/TPI2002
CSI.
TC
BC
WB
Job
7_HAMLET_ROOF
Truss
M02
Truss Type
Monopitch
Qty
5
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803077
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:06 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-Wc5bgrJ1vY5QkszuQ983IwETJjkRu_Vg1WNOu2ymurt
Scale = 1:27.2
1
2 3 4
7
6
5
3x4
8x8
3x8 3x6
4x6
8x8
4x6
8-0-0
8-0-0
16-0-0
8-0-0
8-0-0
8-0-0
16-0-0
8-0-0
1-3-1
1-7-1
0.25 12
Plate Offsets (X,Y)-- [1:Edge,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
Job
7_HAMLET_ROOF
Truss
M03
Truss Type
MONOPITCH
Qty
4
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803078
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nm47B0dU4pGA7xQUymurs
Scale = 1:20.5
1
2 3
6
5
4
2x4
4x6
3x4
4x6
4x6
4x6
6-0-14
6-0-14
12-1-12
6-0-14
6-0-14
6-0-14
12-1-12
6-0-14
1-7-1
1-10-2
0.25 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
YES
IRC2003/TPI2002
CSI.
TC
BC
Job
7_HAMLET_ROOF
Truss
M04
Truss Type
MONOPITCH
Qty
4
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803079
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nd570fdS7pGA7xQUymurs
Scale = 1:75.6
1 2 3 4
5 6 7 8 9 10
20 19 18 17
16 15 14 13
12 11
21
3x4
8x8
3x6
3x6 3x4
8x8
4x6
6x16
2x4
4x10
6x16
6x18 MT18HS
3x8
2x4
10x16
3x6
5x8
6x8
3x8
3x8 MT18HS
5-7-5
5-7-5
10-11-2
5-3-13
16-7-4
5-8-2
21-6-12
4-11-8
28-11-5
7-4-9
36-3-15
7-4-9
44-0-0
7-8-1
5-7-5
5-7-5
10-11-2
5-3-13
16-7-4
Job
7_HAMLET_ROOF
Truss
M04
Truss Type
MONOPITCH
Qty
4
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803079
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:07 2017 Page 2
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-_ofztBKfgsDHL0Y4_sfIr7nd570fdS7pGA7xQUymurs
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-10=-140, 11-20=-13
Concentrated Loads (lb)
Vert: 5=-240 21=-240
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
7_HAMLET_ROOF
Truss
M05
Truss Type
MONOPITCH
Qty
11
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803080
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJoqXNfLulzVqsVywymurr
Scale = 1:74.5
1 2 3 4
5 6 7 8 9 10
20 19 18
17
16 15
14
13 12 11
21
3x4
5x10 MT18HS
3x6
3x6 3x4
8x8
4x6
6x16
2x4
4x10
6x16 3x8
12x20 2x4
6x16
3x6
5x8
3x12 5x8
3x6
5-7-5
5-7-5
10-11-2
5-3-13
16-7-4
5-8-2
21-6-12
4-11-8
28-3-5
6-8-9
34-11-15
6-8-9
42-0-0
7-0-1
5-7-5
5-7-5
10-11-2
5-3-13
16-7-4
5-8-2
Job
7_HAMLET_ROOF
Truss
M05
Truss Type
MONOPITCH
Qty
11
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803080
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 2
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJoqXNfLulzVqsVywymurr
LOAD CASE(S) Standard Except:
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-10=-140, 11-20=-13
10) User defined: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-10=-140(F), 11-20=-13(F)
Concentrated Loads (lb)
Vert: 5=-240 21=-240
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
7_HAMLET_ROOF
Truss
M06
Truss Type
Monopitch
Qty
4
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803081
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:08 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-S_DM5XLIRAL8zA7GXaBXNLJrsXT0LuhzVqsVywymurr
Scale: 1/4"=1’
1
2 3 4
5 6
12 11 10
9 8
7
2x4
4x6
4x10 8x14 MT18HS
3x4
3x16 MT18HS
4x8
5x10 MT18HS
8x16
2x4
4x6
5x12
5-1-4
5-1-4
12-5-13
7-4-9
19-10-7
7-4-9
27-6-8
7-8-1
5-1-4
5-1-4
12-5-13
7-4-9
19-10-7
7-4-9
27-6-8
7-8-1
1-11-3
2-6-1
0.25 12
Plate Offsets (X,Y)-- [2:0-3-4,0-2-0], [6:0-3-7,0-4-0], [8:0-3-8,0-2-8], [11:0-3-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
80.0
25.0
Job
7_HAMLET_ROOF
Truss
M07
Truss Type
Monopitch
Qty
5
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803082
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:09 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-wBnkIsLwCTT?bKiT5HimwYsymxoP4MJ6kUc2VNymurq
Scale = 1:36.0
1
2 3
4 5
10
9 8
7
6
3x4
5x10 MT18HS
3x6 3x8
3x16 MT18HS 3x12
8x8
3x6
3x6
3x12
6-11-8
6-11-8
13-7-8
6-8-0
20-7-0
6-11-8
6-11-8
6-11-8
13-7-8
6-8-0
20-7-0
6-11-8
2-0-7
2-5-9
0.25 12
Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [4:0-3-8,0-1-8], [9:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
80.0
25.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Job
7_HAMLET_ROOF
Truss
M08
Truss Type
Monopitch
Qty
9
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803083
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:09 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-wBnkIsLwCTT?bKiT5HimwYs0uxq54aO6kUc2VNymurq
Scale = 1:31.0
1
2
3
5
4
2x4
2x4
3x4
3x4
-1-4-0
1-4-0
6-0-0
6-0-0
2-0-4
4-0-4
3-8-12
0-3-8
4-0-4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.74
Job
7_HAMLET_ROOF
Truss
MG01
Truss Type
Monopitch Girder
Qty
1
Ply
2
McKenzie 7 Hamlet
Job Reference (optional)
I30803084
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:10 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ONL6VCMYznbsCTHff_D?TmPGXL5gp1IGy8Lc1pymurp
Scale = 1:31.0
1
2
4
3
5 6
2x4
4x6
2x4
3x4
6-0-0
6-0-0
6-0-0
6-0-0
2-0-4
4-0-4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.42
0.75
0.02
DEFL.
Job
7_HAMLET_ROOF
Truss
T01
Truss Type
Hip
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803085
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:10 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-ONL6VCMYznbsCTHff_D?TmP7YL9?ppeGy8Lc1pymurp
Scale = 1:62.1
1
2
3 4 5
6
7
8
16 15 14 13 12 11
10 9
5x12
3x8
3x4 3x6
4x6
3x6
3x6
3x6
5x12
4x6
6x8
3x4
6x8
3x6
8-0-0
8-0-0
12-1-4
4-1-4
18-8-2
6-6-14
25-3-0
6-6-14
33-3-0
8-0-0
-1-4-0
1-4-0
8-0-0
8-0-0
16-7-8
8-7-8
25-3-0
8-7-8
33-3-0
8-0-0
34-7-0
1-4-0
2-0-4
Job
7_HAMLET_ROOF
Truss
T02
Truss Type
Hip
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803086
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:11 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-sZuUjYNAj5jjqdsrDikE?zxKjkQIYFTPBo59ZFymuro
Scale = 1:61.0
1
2
3
4 5 6
7
8
9
17 16 15 14
13 12
11 10
5x12
4x6
3x6
3x6
3x6
3x6
2x4
4x8
3x8
3x6
3x4
3x8 4x6
3x4
3x6
10-0-0
10-0-0
12-1-4
2-1-4
16-7-8
4-6-4
23-3-0
6-7-8
33-3-0
10-0-0
-1-4-0
1-4-0
5-1-12
5-1-12
10-0-0
4-10-4
16-7-8
6-7-8
23-3-0
6-7-8
Job
7_HAMLET_ROOF
Truss
T03
Truss Type
Hip
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803087
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:11 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-sZuUjYNAj5jjqdsrDikE?zxNokQlYHcPBo59ZFymuro
Scale = 1:61.0
1
2
3
4 5 6
7
8
9
17 16 15
14 13
12 11 10
18 19
4x8
4x8
3x4 3x6
3x6
3x8
4x8
3x6
4x8
3x6
3x8
5x6
3x4
5x6
3x8
6-1-12
6-1-12
12-0-0
5-10-4
12-1-4
0-1-4
21-3-0
9-1-12
27-1-4
5-10-4
33-3-0
6-1-12
-1-4-0
1-4-0
6-1-12
6-1-12
12-0-0
5-10-4
16-7-8
Job
7_HAMLET_ROOF
Truss
T04
Truss Type
Hip
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803088
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:12 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KmSswuOoUOraSnR1mPFTYBUUG8pWHjmYQSqi5hymurn
Scale = 1:62.1
1
2
3 4
5 6
7 8
9
10
18 17 16
15 14 13
19 20 12 11
3x8
5x12
4x6
3x8
3x4 3x6
3x6
3x6
4x6
4x10
3x6
3x8
6x6
3x4
8x8
3x6
7-1-12
7-1-12
12-1-4
4-11-8
19-3-0
7-1-12
26-1-4
6-10-4
33-3-0
7-1-12
-1-4-0
1-4-0
7-1-12
7-1-12
14-0-0
6-10-4
19-3-0
5-3-0
26-1-4
Job
7_HAMLET_ROOF
Truss
T05
Truss Type
Hip
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803089
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:12 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KmSswuOoUOraSnR1mPFTYBUWk8q3Hm5YQSqi5hymurn
Scale = 1:71.1
1
2
3
4
5 6
7
8
9
10
19 18 17
16 15 14
13
12 11
3x6
5x12
3x6
2x4 3x6 3x6
3x6
3x6
5x12
3x8 3x6
3x6
4x6
8x8
3x4
8x8
3x6
6-2-6
6-2-6
12-1-4
5-10-14
16-0-0
3-10-12
17-3-0
1-3-0
25-1-4
7-10-4
33-3-0
8-1-12
-1-4-0
1-4-0
8-1-12
8-1-12
16-0-0
Job
7_HAMLET_ROOF
Truss
T06
Truss Type
COMMON
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803090
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:13 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-py0F8EOQFizR3x0EK7mi4O1dIY6i0D?ie6aGe8ymurm
Scale = 1:61.9
1
2
3
4
5
6
7
8
9
17
16 15
14
13 12 11
10
18 19
3x8
4x10
3x8
3x4 3x6 3x6
3x6
3x6 3x6
3x6
3x6
5x8
3x4
5x8
3x6
6-2-6
6-2-6
12-1-4
5-10-14
21-1-12
9-0-8
27-0-10
5-10-14
33-3-0
6-2-6
-1-4-0
1-4-0
8-5-8
8-5-8
16-7-8
8-2-0
24-9-8
Job
7_HAMLET_ROOF
Truss
T07
Truss Type
Common
Qty
2
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803091
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:13 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-py0F8EOQFizR3x0EK7mi4O1eXYEC0KEie6aGe8ymurm
Scale = 1:33.5
1
2
3
4
5
8
7
6
4x6
3x4 3x8 3x4
8x8 8x8
6-7-8
6-7-8
13-3-0
6-7-8
-1-4-0
1-4-0
6-7-8
6-7-8
13-3-0
6-7-8
14-7-0
1-4-0
2-0-4
4-2-12
2-0-4
4.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
Job
7_HAMLET_ROOF
Truss
T08
Truss Type
Common
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803092
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZpMyaRlnFrtmJpAaymurl
Scale = 1:32.7
1
2
3
4
7
6
5
4x6
3x4 3x8 3x4
8x8 8x8
6-7-8
6-7-8
13-3-0
6-7-8
-1-4-0
1-4-0
6-7-8
6-7-8
13-3-0
6-7-8
2-0-4
4-2-12
2-0-4
4.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
Job
7_HAMLET_ROOF
Truss
TG01
Truss Type
Hip Girder
Qty
1
Ply
2
McKenzie 7 Hamlet
Job Reference (optional)
I30803093
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZveyVblh0rtmJpAaymurl
Scale = 1:62.1
1
2
3 4 5
6 7
8
9
17 16
15 14
13
12
11 10
18 19 20 21 22 23 24
5x12
3x6
2x4
4x8
3x6
3x6
4x8
3x12
3x6
3x6
3x4
4x6
4x10
4x6
4x6
6-0-0
6-0-0
12-1-4
6-1-4
20-2-0
8-0-12
27-3-0
7-1-0
33-3-0
6-0-0
-1-4-0
1-4-0
6-0-0
6-0-0
13-1-0
7-1-0
20-2-0
Job
7_HAMLET_ROOF
Truss
TG01
Truss Type
Hip Girder
Qty
1
Ply
2
McKenzie 7 Hamlet
Job Reference (optional)
I30803093
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:14 2017 Page 2
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-H8adLaP2005Hh5bQuqHxdcZveyVblh0rtmJpAaymurl
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20
Concentrated Loads (lb)
Vert: 11=-250 12=-250 18=-900(B) 19=-250 20=-250 21=-250 22=-250 23=-250 24=-362(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
7_HAMLET_ROOF
Truss
TG02
Truss Type
Hip Girder
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803094
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:15 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lK8?ZwQhnJD8JF9cSYpAAp6?JMrGU7R?6Q3Mi0ymurk
Scale = 1:32.6
1
2
3 4
5
6
10
9 8
7
11 12
4x10
3x6 3x8 3x6
4x10
8x8 8x8
4x10
6-0-0
6-0-0
7-3-0
1-3-0
13-3-0
6-0-0
-1-4-0
1-4-0
6-0-0
6-0-0
7-3-0
1-3-0
13-3-0
6-0-0
14-7-0
1-4-0
2-0-4
4-0-4
2-0-4
4-0-4
4.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-5-0,0-1-13], [4:0-5-0,0-1-13], [5:0-2-8,Edge], [9:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
Job
7_HAMLET_ROOF
Truss
TG03
Truss Type
Half Hip Girder
Qty
3
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803095
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:15 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lK8?ZwQhnJD8JF9cSYpAAp68SMyRUHw?6Q3Mi0ymurk
Scale = 1:27.7
1
2
3 4
7
6 5
2x4
4x6
2x4
3x4
4x10
3x4
4-0-0
4-0-0
6-0-0
2-0-0
-1-4-0
1-4-0
4-0-0
4-0-0
6-0-0
2-0-0
2-0-4
3-4-4
4.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-1-13]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
Job
7_HAMLET_ROOF
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
McKenzie 7 Hamlet
Job Reference (optional)
I30803096
PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:48:16 2017 Page 1
ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-DXiNmGRJYdL?wOkp?FKPi1fHklGeDl08L4owETymurj
Scale = 1:11.3
1
2
3
2x4
2x4
2x4
4-0-2
4-0-2
0-0-4
1-4-1
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.44
0.20
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
edge of truss.
/ 16 " from outside
1
0 -
PRODUCT CODE APPROVALS
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C7-8 C6-7 C5-6
C4-5
C3-4
C1-2 C2-3
TOP CHORD
TOP CHORD
8 7 6 5
4
1 2 3
BOTTOM CHORDS
TOP CHORDS
BEARING
LATERAL BRACING LOCATION
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
The first dimension is the plate
width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
4 x 4
PLATE SIZE
This symbol indicates the
required direction of slots in
connector plates.
/ 16 "
1
For 4 x 2 orientation, locate
plates 0-
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1 "
/ 4
3
PLATE LOCATION AND ORIENTATION
Symbols Numbering System
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
Failure to Follow Could Cause Property
Damage or Personal Injury
General Safety Notes
* Plate location details available in MiTek 20/20
software or upon request.
Industry Standards:
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
' 2012 MiTekfi All Rights Reserved
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
WEBS
edge of truss.
/ 16 " from outside
1
0 -
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C7-8 C6-7 C5-6
C4-5
C3-4
C1-2 C2-3
TOP CHORD
TOP CHORD
8 7 6 5
4
1 2 3
BOTTOM CHORDS
TOP CHORDS
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
4 x 4
PLATE SIZE
This symbol indicates the
required direction of slots in
connector plates.
/ 16 "
1
For 4 x 2 orientation, locate
plates 0-
1 "
/ 4
3
PLATE LOCATION AND ORIENTATION
Symbols Numbering System General Safety Notes
* Plate location details available in MiTek 20/20
software or upon request.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
6-4-8 dimensions shown in ft-in-sixteenths
WEBS
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S Stud
BOT CHORD 2x4 SPF-S Stud
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=146/3-11-6, 3=146/3-11-6
Max Horz 1=33(LC 5)
Max Uplift1=-8(LC 4), 3=-13(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
CSI.
TC
BC
WB
(Matrix)
0.28
0.07
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
6-7
6-7
5
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=382/Mechanical, 7=471/0-3-8
Max Horz 7=87(LC 5)
Max Uplift5=-109(LC 5), 7=-87(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-431/104
WEBS 3-5=-341/112
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical
left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=109.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 71 lb up at 4-0-0
on top chord, and 87 lb down and 81 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-43(B) 3=-120(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.87
0.53
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.11
0.00
0.04
(loc)
9-10
9-10
7
9-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 66 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-7-15 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=1378/0-3-8, 7=1378/0-3-8
Max Horz 10=31(LC 5)
Max Uplift10=-262(LC 3), 7=-262(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1578/304, 3-4=-1415/305, 4-5=-1583/305, 2-10=-1225/261, 5-7=-1228/262
BOT CHORD 8-9=-235/1411
WEBS 3-9=-60/252, 4-8=-71/390, 2-9=-220/1321, 5-8=-221/1328
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=262,
7=262.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 121 lb up at
4-0-12, 250 lb down and 64 lb up at 6-0-12, and 250 lb down and 64 lb up at 7-2-4, and 362 lb down and 121 lb up at 9-2-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 5-6=-80, 7-10=-20
Concentrated Loads (lb)
Vert: 9=-250 8=-250 11=-362(B) 12=-362(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
7-1-0
27-3-0
7-1-0
33-3-0
6-0-0
34-7-0
1-4-0
2-0-4
3-10-11
4-0-4
2-0-4
3-10-11
4.00 12
Plate Offsets (X,Y)-- [3:0-6-0,0-1-11], [13:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.54
0.62
0.67
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.11
-0.21
0.01
0.07
(loc)
13-15
13-15
10
13-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 304 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
4-13,6-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 17=236/0-3-8, 15=4305/0-3-8, 10=2004/0-3-8
Max Horz 17=-31(LC 6)
Max Uplift17=-120(LC 10), 15=-578(LC 3), 10=-370(LC 4)
Max Grav 17=249(LC 9), 15=4305(LC 1), 10=2006(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-140/502, 3-4=-197/1337, 4-5=-2789/514, 5-6=-2789/514, 6-7=-2500/488,
7-8=-2716/497, 8-10=-1874/371
BOT CHORD 15-16=-457/186, 15-18=-689/152, 14-18=-689/152, 14-19=-689/152, 19-20=-689/152,
20-21=-689/152, 13-21=-689/152, 12-13=-457/2789, 12-22=-457/2789, 22-23=-457/2789,
11-23=-457/2789
WEBS 3-15=-1180/146, 4-15=-2417/452, 4-13=-659/3874, 6-13=-465/136, 6-11=-451/54,
7-11=-84/454, 2-16=-496/166, 8-11=-411/2462
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=120,
15=578, 10=370.
9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 86 lb up at
13-4-8, 250 lb down and 64 lb up at 15-2-4, 250 lb down and 64 lb up at 17-2-4, 250 lb down and 64 lb up at 19-2-4, 250 lb down and
64 lb up at 21-2-4, 250 lb down and 64 lb up at 23-2-4, 250 lb down and 64 lb up at 25-2-4, and 250 lb down and 64 lb up at 27-2-4,
and 362 lb down and 121 lb up at 29-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
Continued others. on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
CSI.
TC
BC
WB
(Matrix)
0.95
0.31
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.10
0.00
0.01
(loc)
5-6
5-6
5
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 52 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=773/0-3-8, 5=641/0-3-8
Max Horz 7=42(LC 6)
Max Uplift7=-74(LC 4), 5=-28(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-705/119, 3-4=-700/117, 2-7=-713/179, 4-5=-581/115
WEBS 2-6=0/492, 4-6=-13/500
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.95
0.31
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.04
-0.10
0.00
0.01
(loc)
7-8
7-8
6
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 53 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=766/0-3-8, 6=766/0-3-8
Max Horz 8=-33(LC 7)
Max Uplift8=-74(LC 4), 6=-74(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-690/117, 3-4=-690/117, 2-8=-706/178, 4-6=-706/178
WEBS 2-7=0/473, 4-7=0/473
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
8-2-0
33-3-0
8-5-8
34-7-0
1-4-0
2-0-4
7-6-12
2-0-4
4.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.97
0.79
0.72
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.26
-0.47
0.02
0.02
(loc)
13-14
13-14
10
11-13
l/defl
>987
>536
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
5-13,5-14,2-17,8-10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-16.
WEBS 1 Row at midpt 5-14
REACTIONS. (lb/size) 17=475/0-3-8, 14=2157/0-3-8, 10=1067/0-3-8
Max Horz 17=64(LC 6)
Max Uplift17=-83(LC 4), 14=-53(LC 6), 10=-108(LC 7)
Max Grav 17=563(LC 10), 14=2157(LC 1), 10=1067(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-302/149, 4-5=0/637, 5-6=-860/178, 6-7=-950/150, 7-8=-1139/133, 2-17=-497/141,
8-10=-997/193
BOT CHORD 14-18=0/255, 18-19=0/255, 13-19=0/255, 12-13=-61/1073, 11-12=-61/1073
WEBS 5-13=-47/871, 6-13=-602/175, 5-14=-1463/156, 4-14=-820/195, 4-16=0/258,
8-11=-5/843
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 14 except (jt=lb)
10=108.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
7-10-4
17-3-0
1-3-0
25-1-4
7-10-4
33-3-0
8-1-12
34-7-0
1-4-0
2-0-4
7-2-11
7-4-4
2-0-4
7-2-11
4.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-6-0,0-1-11], [6:0-6-0,0-1-11], [9:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.76
0.56
0.76
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.26
0.02
0.03
(loc)
11-12
11-12
11
12-14
l/defl
>999
>980
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 149 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-5,6-8: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
7-14,2-19,9-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-18.
WEBS 1 Row at midpt 5-16, 6-15, 7-14
REACTIONS. (lb/size) 19=531/0-3-8, 16=1938/0-3-8, 11=1063/0-3-8
Max Horz 19=62(LC 6)
Max Uplift19=-78(LC 4), 16=-61(LC 4), 11=-107(LC 7)
Max Grav 19=598(LC 10), 16=1938(LC 1), 11=1067(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-383/48, 4-5=0/542, 6-7=-513/139, 7-8=-1082/170, 8-9=-1264/153, 2-19=-541/140,
9-11=-993/202
BOT CHORD 14-15=0/374, 13-14=-47/1110, 12-13=-47/1110
WEBS 4-18=0/262, 4-16=-832/181, 5-16=-1374/128, 5-15=-50/827, 6-15=-831/47, 6-14=0/542,
7-14=-839/141, 9-12=-40/963
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 16 except (jt=lb)
11=107.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
6-10-4
33-3-0
7-1-12
34-7-0
1-4-0
2-0-4
6-6-11
6-8-4
2-0-4
6-6-11
4.00 12
Plate Offsets (X,Y)-- [2:0-2-11,0-3-0], [5:0-6-0,0-1-11], [9:0-2-8,Edge], [12:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.86
0.60
0.91
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.09
-0.19
0.02
0.03
(loc)
14-15
14-15
11
12-14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 138 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15
REACTIONS. (lb/size) 18=497/0-3-8, 15=2085/0-3-8, 11=1056/0-3-8
Max Horz 18=56(LC 6)
Max Uplift18=-80(LC 4), 15=-73(LC 4), 11=-110(LC 5)
Max Grav 18=570(LC 10), 15=2085(LC 1), 11=1078(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-352/129, 4-5=0/575, 5-6=-629/158, 6-7=-750/141, 7-8=-1090/162, 8-9=-1267/159, 2-18=-499/146,
9-11=-1008/194
BOT CHORD 16-17=-104/256, 15-16=-104/256, 13-14=-56/1124, 12-13=-56/1124
WEBS 4-15=-792/143, 5-15=-1423/166, 5-14=-69/998, 6-14=-263/79, 7-14=-602/119, 9-12=-50/1036
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15 except (jt=lb)
11=110.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
4-7-8
21-3-0
4-7-8
27-1-4
5-10-4
33-3-0
6-1-12
34-7-0
1-4-0
2-0-4
5-10-11
6-0-4
2-0-4
5-10-11
4.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-8], [8:0-2-14,0-2-8], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.65
0.83
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.21
-0.48
0.02
0.02
(loc)
12-15
12-15
10
11-12
l/defl
>999
>526
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 139 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16.
WEBS 1 Row at midpt 5-15
REACTIONS. (lb/size) 17=414/0-3-8, 15=2184/0-3-8, 10=1046/0-3-8
Max Horz 17=49(LC 6)
Max Uplift17=-79(LC 6), 15=-94(LC 4), 10=-109(LC 5)
Max Grav 17=488(LC 10), 15=2184(LC 1), 10=1073(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-2/658, 4-5=0/554, 5-6=-811/149, 6-7=-927/135, 7-8=-1223/152, 2-17=-424/133,
8-10=-1006/186
BOT CHORD 14-15=0/353, 14-18=0/353, 13-18=0/353, 13-19=0/353, 12-19=0/353, 11-12=-59/1092
WEBS 3-15=-736/134, 4-15=-567/96, 5-15=-1267/148, 5-12=-21/742, 7-12=-360/102,
8-11=-56/1051
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 15 except (jt=lb)
10=109.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
28-1-4
4-10-4
33-3-0
5-1-12
34-7-0
1-4-0
2-0-4
5-2-11
5-4-4
2-0-4
5-2-11
4.00 12
Plate Offsets (X,Y)-- [4:0-6-0,0-1-11]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.84
0.79
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.23
-0.59
0.03
0.02
(loc)
10-11
10-11
10
11
l/defl
>999
>427
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 138 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15
REACTIONS. (lb/size) 15=1998/0-3-8, 17=493/0-3-8, 10=1041/0-3-8
Max Horz 17=-43(LC 7)
Max Uplift15=-113(LC 4), 17=-77(LC 6), 10=-107(LC 5)
Max Grav 15=1998(LC 1), 17=542(LC 10), 10=1062(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-23/254, 4-5=0/584, 5-6=-935/147, 6-7=-1040/135, 2-17=-326/130, 8-10=-335/130
BOT CHORD 14-15=0/466, 13-14=0/466, 12-13=0/466, 11-12=0/466, 10-11=-82/990
WEBS 3-16=-443/141, 4-16=0/465, 4-15=-992/61, 5-15=-1448/138, 5-11=-28/614, 7-10=-1112/129
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb)
15=113, 10=107.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
4-6-11
4-8-4
2-0-4
4-6-11
4.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:0-6-0,0-1-11], [6:0-6-0,0-1-11], [7:0-3-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
1.00
0.47
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.25
0.03
0.03
(loc)
15-16
15-16
9
10-12
l/defl
>999
>586
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-5: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
2-16,7-9: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-3-4 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 4-14
REACTIONS. (lb/size) 16=492/0-3-8, 14=2000/0-3-8, 9=1041/0-3-8
Max Horz 16=-37(LC 7)
Max Uplift16=-86(LC 6), 14=-112(LC 4), 9=-111(LC 5)
Max Grav 16=516(LC 10), 14=2000(LC 1), 9=1046(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-11/703, 4-5=-698/126, 5-6=-699/127, 6-7=-1179/138, 2-16=-440/152,
7-9=-971/193
BOT CHORD 13-14=-44/533, 12-13=-44/533, 11-12=-42/1023, 10-11=-42/1023
WEBS 3-15=0/284, 3-14=-1044/105, 4-14=-1671/193, 4-12=0/437, 6-12=-405/41, 7-10=-1/825
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
14=112, 9=111.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.07
-0.15
-0.00
0.04
(loc)
3-4
3-4
3
3-4
l/defl
>928
>443
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 56 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=920/Mechanical, 4=893/0-3-8
Max Horz 4=113(LC 4)
Max Uplift3=-74(LC 5), 4=-53(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
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) 3, 4.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 621 lb down and 40 lb up at
2-0-12, and 621 lb down and 40 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-80, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-621(F) 6=-621(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
0.39
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.06
-0.16
-0.00
0.00
(loc)
4-5
4-5
4
5
l/defl
>999
>430
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 26 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=419/0-3-8, 4=270/0-1-8
Max Horz 5=108(LC 6)
Max Uplift5=-42(LC 4), 4=-52(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-362/109
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
1.00
0.56
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.32
-0.54
0.08
0.06
(loc)
7-9
7-9
6
7-9
l/defl
>755
>450
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 76 lb FT = 20%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
2-9,2-7,4-7: 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-6
REACTIONS. (lb/size) 10=1556/0-5-8, 6=1556/0-5-8
Max Horz 10=42(LC 5)
Max Uplift10=-48(LC 4), 6=-47(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-1494/75, 1-2=-3998/148, 2-3=-3750/140, 3-4=-3733/141, 5-6=-430/39
BOT CHORD 8-9=-116/3988, 7-8=-116/3988, 6-7=-106/3740
WEBS 1-9=-127/3906, 2-9=-899/89, 2-7=-258/10, 4-6=-3749/126
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.75
0.57
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.36
-0.61
0.03
0.07
(loc)
8-10
8-10
7
8-10
l/defl
>749
>440
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 125 lb FT = 20%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
1-4: 2x6 SP 2400F 2.0E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF-S Stud *Except*
6-7,6-8: 2x4 SPF No.2, 2-10: 2x4 SPF 2100F 1.8E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 1-11
REACTIONS. (lb/size) 12=-334/0-5-8, 7=1550/0-5-8, 11=2962/0-5-4
Max Horz 12=24(LC 5)
Max Uplift12=-334(LC 1), 7=-46(LC 6), 11=-89(LC 6)
Max Grav 12=10(LC 6), 7=1550(LC 1), 11=2962(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=0/330, 1-2=-44/1483, 2-3=-3557/126, 3-4=-3555/129, 4-5=-3544/129,
5-6=-4021/150, 6-7=-1489/77
BOT CHORD 10-11=-1471/68, 9-10=-115/4009, 8-9=-115/4009
WEBS 1-11=-1496/44, 2-11=-2374/137, 2-10=-170/5140, 3-10=-927/92, 5-10=-481/18,
5-8=-1001/102, 6-8=-135/4003
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11 except (jt=lb)
12=334.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
21-6-12
4-11-8
28-3-5
6-8-9
34-11-15
6-8-9
42-0-0
7-0-1
1-7-1
2-5-9
0.25 12
Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [5:0-3-7,0-2-1], [10:0-3-7,0-2-8], [12:0-3-8,0-2-8], [13:0-6-12,0-3-0], [16:0-3-8,0-3-0], [19:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
80.0
25.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.95
0.91
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.34
-0.72
-0.01
0.07
(loc)
18-19
18-19
11
18-19
l/defl
>748
>356
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 152 lb FT = 20%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2 *Except*
17-20: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF-S Stud *Except*
1-20,10-11,1-19,5-18,6-15,10-12: 2x4 SPF No.2
6-16,6-13: 2x4 SPF 2100F 1.8E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-3-0 oc bracing: 15-16
1-7-8 oc bracing: 13-15.
WEBS 1 Row at midpt 9-13
REACTIONS. (lb/size) 20=1322/Mechanical, 11=1218/0-5-8, 15=3856/0-6-12
Max Horz 20=42(LC 5)
Max Uplift20=-40(LC 4), 11=-37(LC 4), 15=-116(LC 6)
Max Grav 20=1444(LC 10), 11=1218(LC 1), 15=4258(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-1381/62, 1-2=-4118/131, 2-3=-4593/132, 3-21=-4599/134, 4-21=-4586/134,
4-5=-4585/135, 5-6=-1317/39, 6-7=-1532/64, 7-8=-1532/65, 8-9=-1514/66,
9-10=-2640/105, 10-11=-1165/64
BOT CHORD 18-19=-113/4110, 17-18=-18/1310, 16-17=-18/1310, 15-16=-4015/129, 14-15=-4015/129,
13-14=-4015/129, 12-13=-71/2628
WEBS 1-19=-115/3987, 2-19=-882/74, 2-18=-2/492, 3-18=-1002/72, 5-18=-102/3409,
5-16=-1835/92, 6-16=-152/5646, 6-15=-4119/173, 6-13=-170/5393, 7-13=-911/87,
9-13=-1332/37, 9-12=-702/85, 10-12=-88/2612
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
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) 20, 11 except (jt=lb)
15=116.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Load case(s) 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this
truss.
10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard Except:
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
5-8-2
21-6-12
4-11-8
28-11-5
7-4-9
36-3-15
7-4-9
44-0-0
7-8-1
1-7-1
2-6-1
0.25 12
Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-7,0-2-1], [6:0-7-0,0-2-0], [10:0-3-7,0-3-0], [12:0-3-8,0-2-8], [16:0-3-8,0-3-0], [19:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
80.0
25.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.95
0.96
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.39
-0.65
0.01
0.08
(loc)
18-19
18-19
15
18-19
l/defl
>659
>397
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 169 lb FT = 20%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SP 2400F 2.0E *Except*
1-4: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E *Except*
11-13: 2x4 SPF No.2
WEBS 2x4 SPF-S Stud *Except*
1-20,10-11,1-19,5-18,6-15,10-12: 2x4 SPF No.2
6-16,6-14: 2x4 SPF 2100F 1.8E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
3-3-1 oc bracing: 15-16
3-2-5 oc bracing: 14-15.
WEBS 1 Row at midpt 9-14
REACTIONS. (lb/size) 20=1402/Mechanical, 11=1320/0-5-8, 15=4460/0-6-12
Max Horz 20=29(LC 5)
Max Uplift20=-42(LC 4), 11=-40(LC 6), 15=-133(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-1339/65, 1-2=-3957/134, 2-3=-4300/148, 3-21=-4306/150, 4-21=-4293/150,
4-5=-4289/151, 5-6=-889/41, 6-7=-1704/69, 7-8=-1703/71, 8-9=-1693/72,
9-10=-3079/120, 10-11=-1264/70
BOT CHORD 18-19=-116/3949, 17-18=-20/883, 16-17=-20/883, 15-16=-4460/160, 14-15=-4460/160,
13-14=-86/3066, 12-13=-86/3066
WEBS 1-19=-128/3825, 2-19=-844/77, 2-18=-12/355, 3-18=-1004/80, 5-18=-116/3549,
5-16=-1851/103, 6-16=-187/5664, 6-15=-4304/195, 6-14=-206/6322, 7-14=-1006/96,
9-14=-1426/47, 9-12=-758/93, 10-12=-103/3028
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
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) 20, 11 except (jt=lb)
15=133.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 8 lb up at
11-10-0, and 240 lb down and 8 lb up at 16-7-4 on top chord. The design/selection of such connection device(s) is the responsibility
of others.
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
WB
(Matrix)
0.37
0.30
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.11
0.01
0.03
(loc)
5
4-5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 42 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=395/Mechanical, 4=395/0-5-8
Max Horz 6=5(LC 4)
Max Uplift6=-27(LC 4), 4=-28(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-350/69, 1-2=-945/121
BOT CHORD 4-5=-125/942
WEBS 1-5=-110/873, 2-4=-895/119
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
BC
WB
(Matrix)
0.89
0.71
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.25
-0.49
0.04
0.13
(loc)
6
6
5
6
l/defl
>769
>384
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 54 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-5
REACTIONS. (lb/size) 7=524/0-3-8, 5=524/0-3-8
Max Horz 7=25(LC 5)
Max Uplift7=-36(LC 4), 5=-36(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-457/71, 1-2=-2017/186
BOT CHORD 6-7=-17/265, 5-6=-167/2012
WEBS 1-6=-153/1760, 2-5=-1847/165
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
(Matrix)
0.76
0.25
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.22
-0.44
0.01
0.11
(loc)
5
5
4
5
l/defl
>826
>413
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 52 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=509/0-3-8, 4=509/Mechanical
Max Horz 6=17(LC 6)
Max Uplift6=-35(LC 4), 4=-36(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-444/70, 1-2=-1912/178, 2-3=-1912/182, 3-4=-445/72
BOT CHORD 5-6=-39/251
WEBS 1-5=-146/1670, 2-5=-427/121, 3-5=-169/1755
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
WB
(Matrix)
0.27
0.19
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.03
0.03
0.02
(loc)
5
4-5
3
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=331/0-3-8, 3=129/Mechanical, 4=38/Mechanical
Max Horz 6=88(LC 6)
Max Uplift6=-40(LC 4), 3=-32(LC 4), 4=-12(LC 6)
Max Grav 6=331(LC 1), 3=129(LC 1), 4=76(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-293/27
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
WB
(Matrix)
0.24
0.05
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
6
5
3
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=258/0-3-8, 3=25/Mechanical, 4=18/Mechanical
Max Horz 6=68(LC 6)
Max Uplift6=-43(LC 4), 3=-7(LC 7), 4=-41(LC 6)
Max Grav 6=258(LC 1), 3=25(LC 1), 4=37(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
WB
(Matrix)
0.24
0.05
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
6
5
3
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=258/0-3-8, 3=25/Mechanical, 4=18/Mechanical
Max Horz 6=68(LC 6)
Max Uplift6=-43(LC 4), 3=-7(LC 7), 4=-41(LC 6)
Max Grav 6=258(LC 1), 3=25(LC 1), 4=37(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.04
0.02
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
18
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 69 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 21-22,20-21,19-20,18-19.
REACTIONS. All bearings 21-5-0.
(lb) - Max Horz 35=34(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 35, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33,
34
Max Grav All reactions 250 lb or less at joint(s) 35, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32,
33, 34
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 18, 19, 20, 21, 22,
23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
TCDL
BCLL
BCDL
30.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.05
0.02
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
19
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 75 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 20-7-0.
(lb) - Max Horz 35=42(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 35, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34
Max Grav All reactions 250 lb or less at joint(s) 35, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33,
34
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 19, 20, 21, 22, 23,
24, 25, 26, 27, 28, 29, 31, 32, 33, 34.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.03
0.01
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 12-1-12.
(lb) - Max Horz 20=30(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19
Max Grav All reactions 250 lb or less at joint(s) 20, 11, 12, 13, 14, 15, 16, 17, 18, 19
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 12, 13, 14, 15,
16, 17, 18, 19.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
in
n/a
n/a
-0.00
(loc)
-
-
24
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 98 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 27-6-8.
(lb) - Max Horz 46=65(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39,
40, 41, 42, 43, 44, 45
Max Grav All reactions 250 lb or less at joint(s) 46, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38,
39, 40, 41, 42, 43, 44, 45
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 24, 25, 26, 27,
28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45.
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.03
0.02
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
15
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-0-0.
(lb) - Max Horz 27=38(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26
Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 15, 16, 17, 18, 19,
20, 21, 22, 23, 24, 25, 26.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2003/TPI2002
CSI.
TC
BC
WB
(Matrix)
0.03
0.02
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF-S Stud
OTHERS 2x4 SPF-S Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 15-6-12.
(lb) - Max Horz 26=38(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25
Max Grav All reactions 250 lb or less at joint(s) 26, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C
Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 14, 15, 16, 17, 18,
19, 20, 21, 22, 23, 24, 25.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017
TC
BC
WB
(Matrix)
0.26
0.16
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.03
-0.03
0.03
(loc)
4-5
4-5
3
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=462/0-4-9, 3=185/Mechanical, 4=54/Mechanical
Max Horz 6=85(LC 5)
Max Uplift6=-129(LC 3), 3=-43(LC 3), 4=-40(LC 5)
Max Grav 6=462(LC 1), 3=185(LC 1), 4=108(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-409/72
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 6, 43 lb uplift at joint 3
and 40 lb uplift at joint 4.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down at 2-9-8, and 44 lb
down at 2-9-8 on top chord, and 52 lb up at 2-9-8, and 52 lb up at 2-9-8 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-80, 2-3=-80, 4-6=-20
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 18,2017