HomeMy WebLinkAboutTRUSS DETAILSRe:
IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed
in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific
information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation
of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any
particular building. Before use, the building designer should verify applicability of the design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by 84 Components - 0783.
Liu, Xuegang
Pages or sheets covered by this seal: I28278847 thru I28278902
My license renewal date for the state of Indiana is July 31, 2018.
ALB-0047-00_Crestwood
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
November 11,2016
Job
ALB-0047-00_CRESTWOOD
Truss
G1
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
I28278847
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:12 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-zdJ8b_KLz?THNIc__JBP79v?2UxE5Dganl2_mbyKF_H
Scale = 1:44.4
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
2.5x4
2.5x4
4x4
2.5x4
2.5x4
10-1-0
10-1-0
-1-0-0
1-0-0
5-0-8
5-0-8
10-1-0
5-0-8
11-1-0
1-0-0
1-1-12
7-0-5
1-1-12
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
G2
Truss Type
KINGPOST
Qty
1
Ply
1
Job Reference (optional)
I28278848
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:13 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-RptWpKKzkJb8_RBAY0jefMS71uFXqjsj0PnXI2yKF_G
Scale = 1:55.9
1
2
3
4
5
9
10
11
12
13
14
6 7 8
23 22
21 20 19 18 17 16 15
26
25
24
27
3x6
3x6
3x6
3x6
4x4
3x6
5x12 4x6
5-0-8
5-0-8
20-10-0
15-9-8
-1-0-0
1-0-0
5-0-8
5-0-8
6-11-8
1-11-0
10-5-0
3-5-8
13-10-8
3-5-8
20-10-0
6-11-8
21-10-0
1-0-0
1-1-12
9-3-3
Job
ALB-0047-00_CRESTWOOD
Truss
G6
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
I28278849
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:14 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-v0Qu0gLbVcj?cbmN6jEtCa?L9IcCZAstF3X4qUyKF_F
Scale = 1:56.8
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
3x6
3x6
4x4
3x6
3x6
13-7-0
13-7-0
-1-0-0
1-0-0
6-9-8
6-9-8
13-7-0
6-9-8
14-7-0
1-0-0
1-1-12
9-0-13
1-1-12
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
Job
ALB-0047-00_CRESTWOOD
Truss
G7
Truss Type
Roof Special Structural Gable
Qty
1
Ply
1
Job Reference (optional)
I28278850
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:15 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-NC_GD0MDGwrsElLZfRl6knXL?ivgIVu0UjGeNwyKF_E
Scale = 1:62.0
1
2
3 4
5
6
7
8
18 17 16 15 14 13
12 11 10 9
6x8
5x12
4x6
3x6 10x12
3x6 5x12
5x12
4x6
2-6-14
2-6-14
8-6-0
5-11-2
14-5-2
5-11-2
17-9-8
3-4-6
24-7-0
6-9-8
-1-0-0
1-0-0
2-6-14
2-6-14
8-6-0
5-11-2
14-5-2
5-11-2
17-9-8
3-4-6
24-7-0
6-9-8
25-7-0
1-0-0
2-1-12
4-11-7
9-0-13
1-1-12
4-11-7
Job
ALB-0047-00_CRESTWOOD
Truss
GR7
Truss Type
HIP GIRDER
Qty
1
Ply
3 Job Reference (optional)
I28278851
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:02:30 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-LnEcPMjrGyzN21aUyrrbQM1cKaxQl118PcrGrUyKEMd
Scale = 1:67.4
1
2
3 4
5
6
7
8
12 11
10
9
17 18 19 20 21 22 23 24 25 26 27 28 29
3x6
6x8 8x12
8x12 6x8
4x6
10x12
1.5x4
7x12 MT18HS 5x12
4x4
4x4
8-2-6
8-2-6
15-6-6
7-4-0
24-7-0
9-0-10
4-2-15
4-2-15
8-2-6
3-11-7
15-6-6
7-4-0
19-10-15
4-4-9
24-7-0
4-8-1
25-7-0
1-0-0
11-6-3
11-8-8
11-6-3
14.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-1-12], [4:0-9-12,0-2-12], [9:0-3-8,0-6-4], [11:0-6-0,0-6-4], [12:Edge,0-4-8]
LOADING (psf)
TCLL
TCDL
Job
ALB-0047-00_CRESTWOOD
Truss
GR7
Truss Type
HIP GIRDER
Qty
1
Ply
3 Job Reference (optional)
I28278851
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:02:30 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-LnEcPMjrGyzN21aUyrrbQM1cKaxQl118PcrGrUyKEMd
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 863 lb down and 150 lb up at 1-4-4, 863 lb down and 150 lb up at
3-4-4, 863 lb down and 150 lb up at 5-4-4, 910 lb down and 281 lb up at 7-4-4, 1419 lb down and 361 lb up at 9-4-4, 1395 lb down and 361 lb up at 11-4-4, 1389 lb down
and 361 lb up at 13-4-4, 1401 lb down and 361 lb up at 15-4-4, and 1445 lb down and 362 lb up at 17-4-4, and 2954 lb down and 1984 lb up at 19-3-8 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: 1-3=-60, 3-4=-60, 4-8=-60, 12-13=-20
Concentrated Loads (lb)
Vert: 17=-863(B) 19=-863(B) 20=-863(B) 21=-857(B) 22=-1338(B) 23=-1338(B) 24=-1338(B) 25=-1338(B) 26=-1338(B) 28=-2715(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
ALB-0047-00_CRESTWOOD
Truss
H3C
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I28278852
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:18 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-nngPs2O6YrDR5D48LZIpMQ9yVvn?VptSAhVIzFyKF_B
Scale = 1:77.7
1
2
3 4
5
6
7 8 9 10
11 12 13
25 24
23 22
21 20 19
18
17 16 15 14
26 27 28
3x6
7x12 MT18HS
3x6 5x12
4x4
2x4
3x6
2x4
2x4
2x4
2x4 6x8
4x4
5x12
8x12
1.5x4
5x12
3x6
8x12
4x6
5x12
4x6
5x12
3x6
2-4-0
2-4-0
11-0-0
8-8-0
12-8-7
1-8-7
19-4-3
6-7-13
26-0-0
6-7-13
Job
ALB-0047-00_CRESTWOOD
Truss
H3D
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278853
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:03:08 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-D5XzNLBgJem_btUnAqWVzNb3muzuf8ik8X2HBHyKEM1
Scale = 1:65.8
1
2
3
4 5 6 7
8 9 10
21 20
19
18
17
16 15
14
13 12 11
22 23 24 25
26 27 28 29 30 31 32 33 34 35 36 37
6x8
3x6 4x6
5x12
2x4
4x6
4x6
4x6
2x4
2x4
5x12
5x12
8x12
5x12
8x12
4x6
5x12
5x12
5x12
6x8
2-4-0
2-4-0
8-8-7
6-4-7
11-0-0
2-3-9
18-6-0
7-6-0
26-0-0
7-6-0
31-9-8
5-9-8
37-10-8
Job
ALB-0047-00_CRESTWOOD
Truss
H3D
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278853
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:03:08 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-D5XzNLBgJem_btUnAqWVzNb3muzuf8ik8X2HBHyKEM1
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 175 lb up at 2-9-3, 204 lb down and 153 lb up at
4-9-3, 240 lb down and 188 lb up at 6-9-3, 292 lb down and 222 lb up at 8-9-3, 292 lb down and 222 lb up at 10-9-3, 295 lb down and 229 lb up at 12-9-3, 295 lb down
and 229 lb up at 14-9-3, 295 lb down and 229 lb up at 16-9-3, 295 lb down and 229 lb up at 18-9-3, 295 lb down and 229 lb up at 20-9-3, 295 lb down and 229 lb up at
22-9-3, 295 lb down and 229 lb up at 24-9-3, 296 lb down and 231 lb up at 26-9-3, 296 lb down and 231 lb up at 28-9-3, 296 lb down and 231 lb up at 30-9-3, 296 lb
down and 231 lb up at 32-9-3, and 296 lb down and 231 lb up at 34-9-3, and 296 lb down and 230 lb up at 36-9-3 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=-60, 2-4=-60, 4-10=-60, 20-21=-20, 17-19=-20, 14-16=-20, 11-13=-20
Concentrated Loads (lb)
Vert: 18=-204 15=-204 22=-229 23=-204 24=-204 25=-204 26=-204 27=-204 28=-204 29=-204 30=-204 31=-204 32=-204 33=-204 34=-204 35=-204 36=-204
37=-205
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
ALB-0047-00_CRESTWOOD
Truss
H8A
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I28278854
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:20 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-kAo9HkQM4ST9KWDWS_LHRrFGtjY0zpuld?_P28yKF_9
Scale = 1:57.4
1
2
3
4
5
6 7
11 10
9 8
15 16 17
3x6
6x8 4x4
4x6
3x6
3x6 3x6
1.5x4
3x6
3x6
8-3-11
8-3-11
16-6-0
8-2-5
22-2-8
5-8-8
-1-0-0
1-0-0
5-6-15
5-6-15
11-0-7
5-5-9
16-6-0
5-5-9
22-2-8
5-8-8
0-6-12
9-11-15
10-2-4
9-11-15
7.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-2], [2:0-0-13,0-5-6], [2:0-0-6,0-0-11], [6:0-4-1,Edge], [7:Edge,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
Job
ALB-0047-00_CRESTWOOD
Truss
H8B
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278855
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:03:39 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-p3vhuyZ709gaqdLlUramjwOUfOcRQFyIGr3Qm_yKELY
Scale = 1:46.5
1
2
3
4 5
6
10 9
8 7
14 15 16 17 18 19 20 21 22
4x4
1.5x4
6x8
3x6
4x6
3x6
2x4 5x12
3x6
6-3-11
6-3-11
12-6-0
6-2-5
22-2-8
9-8-8
-1-0-0
1-0-0
6-3-11
6-3-11
12-6-0
6-2-5
17-2-8
4-8-8
22-2-8
5-0-0
7-7-15
7-10-4
7-7-15
7.00 12
Plate Offsets (X,Y)-- [7:Edge,0-3-12], [8:0-6-0,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
Job
ALB-0047-00_CRESTWOOD
Truss
H8B
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278855
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:03:39 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-p3vhuyZ709gaqdLlUramjwOUfOcRQFyIGr3Qm_yKELY
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-6=-60, 7-11=-20
Concentrated Loads (lb)
Vert: 9=-191 10=-191 8=-198 14=-212 15=-191 16=-191 17=-198 19=-198 20=-198 22=-198
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
ALB-0047-00_CRESTWOOD
Truss
H9F
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I28278856
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:22 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-gYvwhPRcc4jsZqNvaPNlXGKewW9oRdH25JTW70yKF_7
Scale = 1:60.5
1
2
3 4 5 6 7
8
15 14 13 12 11 10
16 17 18 19 20 21 22 23 9
2x4
4x4
5x12 4x6
8-7-0
8-7-0
17-0-8
8-5-8
25-6-0
8-5-8
34-3-0
8-9-0
4-5-4
4-5-4
8-7-0
4-1-12
14-11-2
6-4-2
21-3-4
6-4-2
27-7-6
6-4-2
34-3-0
6-7-10
4-6-0
9-3-12
9-6-1
9-3-12
7.00 12
Plate Offsets (X,Y)-- [8:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Job
ALB-0047-00_CRESTWOOD
Truss
H9G
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278857
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:04:03 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-6gMmw9rAMXhBiKBMut?Ph_Nb13rr21DqnathcbyKELA
Scale = 1:58.6
1
2 3 4 5 6 7 8
17 16 15
14 13
12 11 10
9
18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34
4x4
3x6 1.5x4
3x6 5x12 4x6 6x8
5x12
2x4
5x12
1.5x4
2x4 3x6
5x12 3x6
4x6
4x6
4-7-0
4-7-0
10-4-7
5-9-7
16-3-10
5-11-3
22-2-14
5-11-3
28-2-1
5-11-3
34-3-0
6-0-15
4-7-0
4-7-0
10-4-7
5-9-7
16-3-10
5-11-3
22-2-14
5-11-3
28-2-1
5-11-3
34-3-0
6-0-15
6-11-12
7-2-1
6-11-12
7.00 12
Job
ALB-0047-00_CRESTWOOD
Truss
H9G
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I28278857
84 Lumber0783, Franklin, Indiana, . 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 14:04:03 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-6gMmw9rAMXhBiKBMut?Ph_Nb13rr21DqnathcbyKELA
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 191 lb down and 130 lb up at 0-7-12, 198 lb down and 173 lb up at
2-7-12, 249 lb down and 206 lb up at 4-7-12, 249 lb down and 206 lb up at 6-7-12, 249 lb down and 206 lb up at 8-7-12, 249 lb down and 206 lb up at 10-7-12, 249 lb
down and 206 lb up at 12-7-12, 249 lb down and 206 lb up at 14-7-12, 249 lb down and 206 lb up at 16-7-12, 249 lb down and 206 lb up at 18-7-12, 249 lb down and 206
lb up at 20-7-12, 249 lb down and 206 lb up at 22-7-12, 249 lb down and 206 lb up at 24-7-12, 249 lb down and 206 lb up at 26-7-12, 249 lb down and 206 lb up at
28-7-12, and 249 lb down and 206 lb up at 30-7-12, and 249 lb down and 206 lb up at 32-7-12 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=-60, 2-8=-60, 9-17=-20
Concentrated Loads (lb)
Vert: 16=-167 15=-167 18=-172 19=-167 20=-167 22=-167 23=-167 24=-167 25=-167 26=-167 28=-167 29=-167 30=-167 31=-167 32=-167 33=-167 34=-167
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
ALB-0047-00_CRESTWOOD
Truss
J3
Truss Type
JACK-CLOSED
Qty
6
Ply
1
Job Reference (optional)
I28278858
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:24 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-cx1g65Ts8hzap8XIhqPDchPxcKzmviFLYdycBvyKF_5
Scale = 1:47.2
1
2
3
4
6 5
1.5x4
1.5x4
3x5
4x4
3x5
6-0-13
6-0-13
-1-0-0
1-0-0
3-0-6
3-0-6
5-11-3
2-10-13
6-0-13
0-1-10
1-1-12
8-2-11
7-11-3
0-3-8
8-2-11
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
Job
ALB-0047-00_CRESTWOOD
Truss
J3A
Truss Type
JACK-CLOSED
Qty
7
Ply
1
Job Reference (optional)
I28278859
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:24 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-cx1g65Ts8hzap8XIhqPDchPzDK0vvioLYdycBvyKF_5
Scale = 1:50.7
1
2
3
4
7
6 5
1.5x4
1.5x4
6x6
4x6
3x6
3x5
2-3-8
2-3-8
6-0-13
3-9-5
-1-0-0
1-0-0
2-3-8
2-3-8
5-11-3
3-7-11
6-0-13
0-1-10
1-1-12
8-2-11
5-11-3
2-3-8
6-2-11
2-0-0
14.00 12
12.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Job
ALB-0047-00_CRESTWOOD
Truss
J3B
Truss Type
JACK-CLOSED
Qty
2
Ply
1
Job Reference (optional)
I28278860
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:25 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-47b2KRUVv?5RQH6UFXwS8uyD3kNZe4XUnHhAjLyKF_4
Scale = 1:50.7
1
2
3
4
5
10
9 8
7
6
1.5x4
4x6
2.5x4
6x6
3x6
1.5x4
3x6
3x5
3x5
2-3-8
2-3-8
3-10-8
1-7-0
6-0-13
2-2-5
-1-0-0
1-0-0
2-3-8
2-3-8
3-10-8
1-7-0
5-11-3
2-0-11
6-0-13
0-1-10
1-1-12
8-2-11
4-11-3
3-3-8
5-2-11
3-0-0
14.00 12
12.00 12
LOADING (psf)
TCLL
TCDL
Job
ALB-0047-00_CRESTWOOD
Truss
J3C
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278861
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:26 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-YK9QXnU7gIDI2RhgpFShh6UPj8hFNW?e0xRjGnyKF_3
Scale = 1:44.1
1
2
3
4
5 6
12
11 10
9
8 7
1.5x4
4x6
4x4 2.5x4
6x6
3x6
1.5x4
3x6
3x5
3x5
2.5x4
2-3-8
2-3-8
3-10-8
1-7-0
5-0-13
1-2-5
6-0-13
1-0-0
-1-0-0
1-0-0
2-3-8
2-3-8
3-10-8
1-7-0
5-0-13
1-2-5
5-11-3
0-10-6
6-0-13
0-1-10
1-1-12
7-0-11
3-9-3
3-3-8
4-0-11
3-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
J3D
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278862
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:26 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-YK9QXnU7gIDI2RhgpFShh6UP68fWNcwe0xRjGnyKF_3
Scale = 1:37.9
1
2
3
4 5
10
9 8
7
6
1.5x4
4x6
5x12
1.5x4
6x6
3x5
3x6
3x5
3x5
2-3-8
2-3-8
3-10-8
1-7-0
6-0-13
2-2-5
-1-0-0
1-0-0
2-3-8
2-3-8
3-10-8
1-7-0
4-0-13
0-2-5
5-11-3
1-10-6
6-0-13
0-1-10
1-1-12
5-10-11
2-7-3
3-3-8
2-10-11
3-0-0
1-0-0
3-10-11
14.00 12
12.00 12
Job
ALB-0047-00_CRESTWOOD
Truss
J3E
Truss Type
JACK-CLOSED GIRDER
Qty
1
Ply
1
Job Reference (optional)
I28278863
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:27 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-0Wjpl7VlRcM9gbGsMyzwEJ1amX2X632nEaAGoEyKF_2
Scale = 1:30.9
1
2
3 4 5
10
9
8
7
6
11
12
13
1.5x4
4x6
6x8 1.5x4
4x6 1.5x4
3x6
6x8
3x6
2-3-8
2-3-8
3-10-8
1-7-0
6-0-13
2-2-5
-1-0-0
1-0-0
3-0-13
3-0-13
3-10-8
0-9-11
5-11-3
2-0-11
6-0-13
0-1-10
1-1-12
4-8-11
1-5-3
3-3-8
1-8-11
3-0-0
1-0-0
2-8-11
14.00 12
12.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [7:0-5-4,0-4-4], [9:0-3-8,0-2-4]
Job
ALB-0047-00_CRESTWOOD
Truss
J3E
Truss Type
JACK-CLOSED GIRDER
Qty
1
Ply
1
Job Reference (optional)
I28278863
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:27 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-0Wjpl7VlRcM9gbGsMyzwEJ1amX2X632nEaAGoEyKF_2
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-5=-60, 9-10=-20, 8-9=-20, 6-7=-20
Concentrated Loads (lb)
Vert: 11=-26(B) 12=-6(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
ALB-0047-00_CRESTWOOD
Truss
J3F
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I28278864
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:28 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-ViHByTWNCwU0Hlr3wgU9mXambxPOrXBwTEwqKgyKF_1
Scale = 1:16.6
1
2
5 4
3
1.5x4 3x5
3x5
2-8-7
2-8-7
-1-0-0
1-0-0
2-8-7
2-8-7
1-1-12
2-8-11
0-4-15
2-3-12
2-8-11
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.09
0.06
0.04
Job
ALB-0047-00_CRESTWOOD
Truss
J3G
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I28278865
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:28 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-ViHByTWNCwU0Hlr3wgU9mXamMxPmrX9wTEwqKgyKF_1
Scale = 1:16.6
1
2
3
8
7
6
4
5
1.5x4
3x5
1.5x4
1.5x4
3x5
2-4-0
2-4-0
2-8-7
0-4-7
-1-0-0
1-0-0
2-4-0
2-4-0
2-8-7
0-4-7
1-1-12
2-8-11
0-4-15
2-3-12
1-8-11
1-0-0
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
J8
Truss Type
MONO TRUSS
Qty
5
Ply
1
Job Reference (optional)
I28278866
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:29 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-zuqZ9pX?zDctvvQFUN?OJk6pULgaazF4iufNs6yKF_0
Scale = 1:45.1
1
2
3
5 4
1.5x4
1.5x4
3x5
4x4
3x5
5-9-0
5-9-0
2-8-7
2-8-7
5-7-6
2-10-15
5-9-0
0-1-10
1-1-12
7-10-4
7-6-12
0-3-8
7-10-4
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
Job
ALB-0047-00_CRESTWOOD
Truss
J8A
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278867
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:29 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-zuqZ9pX?zDctvvQFUN?OJk6q1LiCayO4iufNs6yKF_0
Scale = 1:40.6
1
2
3 4
7
6 5
2x4
4x4 3x6
4x4
6x8
3x6
4-9-0
4-9-0
5-9-0
1-0-0
-1-0-0
1-0-0
4-9-0
4-9-0
5-7-6
0-10-6
5-9-0
0-1-10
1-1-12
6-8-4
6-4-12
0-3-8
6-8-4
14.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-2-8,0-1-12], [4:Edge,0-1-8], [5:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
J8B
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278868
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:30 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-R5OxN8YdkXkkX3_R24Wdryf2Xl1hJQ_DwYPxPYyKF_?
Scale = 1:33.1
1
2
3 4
7
2x4 6 5
4x4 3x6
4x4
5x12
3x6
3-9-0
3-9-0
5-9-0
2-0-0
-1-0-0
1-0-0
3-9-0
3-9-0
5-7-6
1-10-6
5-9-0
0-1-10
1-1-12
5-6-4
5-2-12
0-3-8
5-6-4
14.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-2-8,0-1-12], [5:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
J8C
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278869
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:30 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-R5OxN8YdkXkkX3_R24Wdryf3yl4kJQJDwYPxPYyKF_?
Scale = 1:27.0
1
2
3 4
7
6 5
1.5x4
4x8
1.5x4
3x5
3x6
3x5
2-9-0
2-9-0
5-9-0
3-0-0
-1-0-0
1-0-0
2-9-0
2-9-0
5-7-6
2-10-6
5-9-0
0-1-10
1-1-12
4-4-4
4-0-12
0-3-8
4-4-4
14.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
J8D
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278870
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:31 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-vHyJaUYFVrsb8CZebo1sO9CFS9QL2uqN9C8Ux?yKF__
Scale = 1:21.3
1
2
3 4
7
6 5
1.5x4
4x8
1.5x4
3x5
3x6
3x5
1-9-0
1-9-0
5-9-0
4-0-0
-1-0-0
1-0-0
1-9-0
1-9-0
5-7-6
3-10-6
5-9-0
0-1-10
1-1-12
3-2-4
2-10-12
0-3-8
3-2-4
14.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
J8E
Truss Type
JACK-CLOSED GIRDER
Qty
1
Ply
1
Job Reference (optional)
I28278871
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:31 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-vHyJaUYFVrsb8CZebo1sO9CEY9PK2ueN9C8Ux?yKF__
Scale = 1:14.7
1
2
3 4
7
6 5
8 9
10 11
3x6
3x6
5x12 3x6
1.5x4 4x4
0-9-0
0-9-0
5-9-0
5-0-0
-1-0-0
1-0-0
0-9-0
0-9-0
5-7-6
4-10-6
5-9-0
0-1-10
1-1-12
2-0-4
1-8-12
0-3-8
2-0-4
14.00 12
Plate Offsets (X,Y)-- [3:0-10-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
J8E
Truss Type
JACK-CLOSED GIRDER
Qty
1
Ply
1
Job Reference (optional)
I28278871
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:31 2016 Page 2
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-vHyJaUYFVrsb8CZebo1sO9CEY9PK2ueN9C8Ux?yKF__
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-2(F) 6=-13(F) 8=-2(F) 9=-4(F) 10=-9(F) 11=-11(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.
Job
ALB-0047-00_CRESTWOOD
Truss
J8F
Truss Type
Jack-Open
Qty
3
Ply
1
Job Reference (optional)
I28278872
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:32 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-NTWioqZuF8_SmM8q9VY5xNkT6YnKnLrWOsu1SRyKEzz
Scale = 1:13.0
1
2
3
4
4x6
2-6-0
2-6-0
-1-0-0
1-0-0
2-6-0
2-6-0
0-6-12
2-0-4
1-7-5
2-0-4
7.00 12
Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.06
0.06
0.00
DEFL.
Job
ALB-0047-00_CRESTWOOD
Truss
J9
Truss Type
JACK-CLOSED
Qty
15
Ply
1
Job Reference (optional)
I28278873
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:32 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-NTWioqZuF8_SmM8q9VY5xNkHJYkQnKWWOsu1SRyKEzz
Scale = 1:41.3
1
2
3
5
4
1.5x4
1.5x4
3x6
4x4
5-2-0
5-2-0
-1-0-0
1-0-0
5-0-6
5-0-6
5-2-0
0-1-10
1-1-12
7-2-1
6-10-9
0-3-8
7-2-1
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
Job
ALB-0047-00_CRESTWOOD
Truss
J9A
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278874
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:33 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-rg44?AaW0S6JOWj0jD4KTaHYyy4rWnPgdWdb_tyKEzy
Scale = 1:36.6
1
2
3 4
7
6 5
2x4
4x4 3x6
4x4
5x12
3x6
4-2-0
4-2-0
5-2-0
1-0-0
-1-0-0
1-0-0
4-2-0
4-2-0
5-0-6
0-10-6
5-2-0
0-1-10
1-1-12
6-0-1
5-8-9
0-3-8
6-0-1
14.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-2-8,0-1-12], [5:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
J9B
Truss Type
JACK-CLOSED
Qty
1
Ply
1
Job Reference (optional)
I28278875
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:33 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-rg44?AaW0S6JOWj0jD4KTaHaKy3GWn?gdWdb_tyKEzy
Scale = 1:29.8
1
2
3 4
7
6 5
1.5x4
4x4 3x6
4x4
4x4
3x6
3-2-0
3-2-0
5-2-0
2-0-0
-1-0-0
1-0-0
3-2-0
3-2-0
5-0-6
1-10-6
5-2-0
0-1-10
1-1-12
4-10-1
4-6-9
0-3-8
4-10-1
14.00 12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [3:0-2-8,0-1-12], [5:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
M5
Truss Type
MONO TRUSS
Qty
7
Ply
1
Job Reference (optional)
I28278876
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:34 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-JseSDWb8nmE90gIDHwbZ0oqjqMGfF6pprAN8XKyKEzx
Scale = 1:62.7
1
2
3
4
5
6
10 9 8
11 12 7
3x6
3x6
2x4
3x6 3x6
4x4
3x6
3x6
3x6
8-6-11
8-6-11
18-0-0
9-5-5
-1-0-0
1-0-0
5-4-15
5-4-15
11-8-7
6-3-9
18-0-0
6-3-9
1-1-12
11-7-12
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
Job
ALB-0047-00_CRESTWOOD
Truss
M5A
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I28278877
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:35 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-o2CqQsbmY3M0dqtPqe6oY?Mo2mcN_XAy4q6i3myKEzw
Scale = 1:68.6
1
2
3
4
5
6 7
12 11 10
9 8
13
3x5
4x6
5x12 MT18HS
5x12 MT18HS
3x5
3x5
4x4
3x5
3x5
4x4
3x5
8-7-4
8-7-4
16-11-0
8-3-12
18-0-0
1-1-0
-1-0-0
1-0-0
5-10-0
5-10-0
11-4-8
5-6-8
16-11-0
5-6-8
18-0-0
1-1-0
1-1-12
11-0-3
7.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-3-8,0-2-0], [7:0-3-8,Edge], [8:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
Job
ALB-0047-00_CRESTWOOD
Truss
MG5B
Truss Type
GABLE COMMON
Qty
1
Ply
1
Job Reference (optional)
I28278878
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:35 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-o2CqQsbmY3M0dqtPqe6oY?Mu5mm4_gKy4q6i3myKEzw
Scale = 1:51.4
1
2
3
4
5
6
7
8
9
10 11 12 13
24 23 22 21 20 19 18 17 16 15 14
3x6
3x6
3x6
3x6
3x6
3x6
3x6
18-0-0
18-0-0
-1-0-0
1-0-0
12-11-0
12-11-0
18-0-0
5-1-0
1-1-12
8-5-14
8-8-3
8-5-14
7.00 12
Plate Offsets (X,Y)-- [10:0-3-0,Edge], [13:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Job
ALB-0047-00_CRESTWOOD
Truss
P2
Truss Type
GABLE
Qty
17
Ply
1
Job Reference (optional)
I28278879
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:36 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-GFlCdCcOJNUtF_SbOLd15Dv6CA74j9R6JUsFbCyKEzv
Scale = 1:26.6
2
3
4
6
1
5
4x4
3x5 3x5
1.5x4
6-11-0
6-11-0
3-5-8
3-5-8
6-11-0
3-5-8
4-0-7
0-1-10
14.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.18
0.07
0.03
Job
ALB-0047-00_CRESTWOOD
Truss
P3
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
I28278880
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:37 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-kRJbrYd04hckt71ny38GeQSFYZS3SbUFX8bo7fyKEzu
Scale = 1:39.0
2
3
4
5
6
11 10 9 8
1
7
12 13
4x4
3x5
1.5x4 3x5 1.5x4
1.5x4
1.5x4
1.5x4
3x5
20-0-0
20-0-0
10-0-0
10-0-0
20-0-0
10-0-0
5-10-0
0-1-10
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
Job
ALB-0047-00_CRESTWOOD
Truss
P3A
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278881
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:38 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-Cdtz2teer_kbUHc_WmfVAe_PVzoIB2GPmoLMg5yKEzt
Scale = 1:33.7
2
3 4 5
6
11 10 9 8
1
7
3x5
3x5 1.5x4
1.5x4
1.5x4
6x6
1.5x4
6x6
3x5
20-0-0
20-0-0
6-0-0
6-0-0
14-0-0
8-0-0
20-0-0
6-0-0
3-3-11
3-6-0
0-1-10
3-2-1
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
Job
ALB-0047-00_CRESTWOOD
Truss
P3B
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278882
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:39 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-gqRLGDfHcIsS6RAA3TAkjrXdYN8RwWhY?S4vCXyKEzs
Scale = 1:33.1
2
3 4
5 6 7 8
9
10
17 16 15 14 13 12
1 11
4x6 4x6
3x5
3x5
3x5
20-0-0
20-0-0
2-0-0
2-0-0
18-0-0
16-0-0
20-0-0
2-0-0
1-2-0
0-1-10
1-0-6
7.00 12
Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [4:0-3-0,0-1-12], [4:0-0-0,0-1-12], [8:0-0-0,0-1-12], [9:0-0-0,0-1-12], [9:0-3-0,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
Job
ALB-0047-00_CRESTWOOD
Truss
P4
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
I28278883
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:40 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-80?jTZfvNc_JkblMdBizF34mmnTqfxpiE6qSkzyKEzr
Scale = 1:37.1
2
3
4
5
6
10 9 8 7
1
12 13
11
4x4
1.5x4
3x5
1.5x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
15-4-1
15-4-1
10-0-0
10-0-0
15-4-1
5-4-1
5-10-0
2-8-10
2-7-0
0-1-10
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
Job
ALB-0047-00_CRESTWOOD
Truss
P4A
Truss Type
GABLE
Qty
6
Ply
1
Job Reference (optional)
I28278884
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:41 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-cCZ5hvgX8v6ALlKZBuDCoGcvNBnvONcrSmZ0GQyKEzq
Scale = 1:48.8
2
3
4
5
6
7
11 10 9 8
1
12
3x5
3x5
3x5
1.5x4 4x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
15-4-1
15-4-1
15-4-1
15-4-1
8-11-6
8-9-12
0-1-10
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
Job
ALB-0047-00_CRESTWOOD
Truss
P9A
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278885
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:42 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-4P7UuFh9vDE1zvvllckRLU98baAi7sF_hQJZpsyKEzp
Scale = 1:41.8
1
2
3 4 5 6
7
8 9 10
19 18 17 16 15 14 13 12 11
20 21
4x4
4x6 3x5
2.5x4 3x5 3x5
22-2-8
22-2-8
1-8-8
1-8-8
22-2-8
20-6-0
3-1-6
2-11-13
4-1-6
2-0-10
2-0-10
1-11-0
0-1-10
7.00 12
Plate Offsets (X,Y)-- [3:0-2-2,0-1-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
Job
ALB-0047-00_CRESTWOOD
Truss
P9B
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278886
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:43 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-Zbhs6bingXNub2UxIJFgthhJX_VasJ38w427LIyKEzo
Scale = 1:49.0
2
3
4 5 6 7 89 10
11
19 18 17 16 15 14 13 12
1
20
3x5
3x5
3x5
3x5
6x6
27-6-10
27-6-10
7-10-3
7-10-3
26-10-0
18-11-13
27-6-10
0-8-10
4-4-10
4-6-15
3-9-14
4-0-5
0-1-10
4-3-0
7.00 12
Plate Offsets (X,Y)-- [8:0-2-1,0-1-8], [10:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
P9C
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278887
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:44 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-1nEEJxiPRqVlCC38s1mvQvEUHOrYbjQH8kogtlyKEzn
Scale = 1:47.4
2
3
4
5 6 7 8 9
10
18 17 16 15 14 13 12 11
1
20
19
3x5
3x5
3x5
6x6
27-6-10
27-6-10
11-10-3
11-10-3
24-10-0
12-11-13
27-6-10
2-8-10
6-8-10
6-10-15
3-3-8
3-7-4
0-1-10
6-7-0
7.00 12
14.00 12
Plate Offsets (X,Y)-- [9:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
P9D
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278888
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:45 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-VzocWHj1C8dcqMeKQkH8y6nfGoA1KBwRNOXDQByKEzm
Scale = 1:46.6
2
3
4
5 6 7 8 9
10
11
19 18 17 16 15 14 13 12
1
21
20
3x5
3x5
3x5
3x5
27-6-10
27-6-10
9-10-10
9-10-10
25-9-12
15-11-2
27-6-10
1-8-14
5-6-14
5-9-3
3-3-7
3-7-4
0-1-10
5-5-4
7.00 12
14.00 12
Plate Offsets (X,Y)-- [5:0-2-8,Edge], [10:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
Job
ALB-0047-00_CRESTWOOD
Truss
P9E
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I28278889
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:46 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-zAM_kdkgySlTSWDW_SoNVKJqxCX73fIac2HnydyKEzl
Scale = 1:46.4
2
3
4 5 6 7 8
9 10 11
19 18 17 16 15 14 13 12
1
20
3x5
3x5
3x5
3x5
27-6-10
27-6-10
5-10-10
5-10-10
21-8-0
15-9-6
26-8-14
5-0-14
27-6-10
0-9-12
0-4-1
3-2-14
3-5-3
3-1-4
0-1-10
7.00 12
Plate Offsets (X,Y)-- [4:0-2-8,Edge], [8:0-1-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
Job
ALB-0047-00_CRESTWOOD
Truss
T2
Truss Type
Piggyback Base
Qty
8
Ply
1
Job Reference (optional)
I28278890
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:47 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-RMwNxylIjltJ3goiX9Kc1XsuGbogo50jri0KU3yKEzk
Scale = 1:56.0
1
2
3
4
5 6
7
8
9
10
13 12
22 23 24 11 25 26
4x6 6x8
5x12
5x12
3x6
5x12
1.5x4
3x6
1.5x4
5x12
5x12
6-11-8
6-11-8
13-10-8
6-11-0
20-10-0
6-11-8
-1-0-0
1-0-0
3-7-8
3-7-8
6-11-8
3-4-0
13-10-8
6-11-0
17-2-8
3-4-0
20-10-0
3-7-8
21-10-0
1-0-0
1-1-12
9-3-3
1-1-12
9-3-3
Job
ALB-0047-00_CRESTWOOD
Truss
T2A
Truss Type
Piggyback Base
Qty
8
Ply
1
Job Reference (optional)
I28278891
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:48 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-vYUl9ImwU3?AhqMv5srralP2y?8dXSht3Mmu0WyKEzj
Scale = 1:55.8
1
2
3
4
5 6
7
8
12
11
10 9
17 18 19 20 21
6x8 6x8
2x4
5x12
5x12
3x6
5x12
1.5x4
3x6
4x4
3x6
6-11-8
6-11-8
13-10-8
6-11-0
20-6-8
6-8-0
-1-0-0
1-0-0
3-7-8
3-7-8
6-11-8
3-4-0
13-10-8
6-11-0
17-0-12
3-2-4
20-6-8
3-5-12
1-1-12
9-3-3
1-5-13
9-3-3
14.00 12
Plate Offsets (X,Y)-- [2:0-6-11,0-2-8], [2:0-7-14,0-0-3], [5:0-2-11,Edge], [6:0-2-11,Edge]
Job
ALB-0047-00_CRESTWOOD
Truss
T3
Truss Type
Piggyback Base
Qty
5
Ply
1
Job Reference (optional)
I28278892
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:49 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-Nl27MemYFN71Jzx5faM47yx9WPNJGsR0I0VRZyyKEzi
Scale = 1:75.6
1
2
3
4
5
6
7 8 9 10 11
12
24 23
22 21
20 19 18
17
16
15 14 13
25 26 27
3x6
5x12
3x6
6x8
2x4
3x6
8x12
2x4
2x4 3x6
4x6
2x4 5x12
4x4
4x6
1.5x4
5x12
5x12
8x12
5x12
4x6
5x12
3x6
2-4-0
2-4-0
11-0-0
8-8-0
14-8-7
3-8-7
22-1-11
7-5-5
29-7-0
Job
ALB-0047-00_CRESTWOOD
Truss
T3A
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I28278893
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:50 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-rxcVa_nA0gFuw7WHDHtJfAULGpk??I0AXgF_5OyKEzh
Scale: 3/16"=1’
1
2
3
4
5
6
7 8 9
18 17
16 15
14 13 12
19 11 20 10
3x6
5x12
1.5x4 3x6
3x6
8x12
1.5x4
1.5x4
3x6
4x4
3x6
1.5x4
5x12
4x6
4x6
5x12
3x6
2-4-0
2-4-0
11-0-0
8-8-0
14-8-7
3-8-7
22-2-11
7-6-5
30-0-8
7-9-13
-1-0-0
1-0-0
2-4-0
2-4-0
6-8-0
4-4-0
11-0-0
4-4-0
Job
ALB-0047-00_CRESTWOOD
Truss
T3B
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I28278894
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:51 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-K79tnKoon_NlYH5Um?OYCN1VkD3mkjuJlJ_YdryKEzg
Scale = 1:75.0
1
2
3
4
5
6
7 8 9 10 11
12
13
24 23
22 21
20 19 18
17
16 15 14
25 26 27
3x6
5x12 3x6
5x12
6x8
2x4
3x6
8x12
2x4
2x4
4x6
4x4 4x6
4x4
4x6
1.5x4
5x12
8x12
8x12
4x4
4x6
5x12
3x6
2-4-0
2-4-0
11-0-0
8-8-0
14-8-7
3-8-7
20-4-3
5-7-13
26-0-0
Job
ALB-0047-00_CRESTWOOD
Truss
T4
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I28278895
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:52 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-oKjG_gpRYIVcARggKivnkbZgocSOTDET_zk59HyKEzf
Scale = 1:61.7
1
2
3
4
5 6 7
13 12 11 10
14 15 9 16 8
3x6
3x6 3x6 3x6
3x6
4x4
3x6
5x12
1.5x4
5x12
4x6
7x12 MT18HS
7-5-15
7-5-15
14-8-7
7-2-7
22-2-11
7-6-5
30-0-8
7-9-13
-1-0-0
1-0-0
7-5-15
7-5-15
14-8-7
7-2-7
22-2-11
7-6-5
30-0-8
7-9-13
1-1-12
9-8-11
7.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-10-0,0-2-4], [7:0-2-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
Job
ALB-0047-00_CRESTWOOD
Truss
T4A
Truss Type
Piggyback Base
Qty
8
Ply
1
Job Reference (optional)
I28278896
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:52 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-oKjG_gpRYIVcARggKivnkbZijcUTTB5T_zk59HyKEzf
Scale = 1:60.4
1
2
3
4
5
6 7 8
15 14 13 12
11
10 9
16 17 18
2x4 4x4
5x12
1.5x4
5x12
4x6
5-2-10
5-2-10
10-0-0
4-9-6
10-1-12
0-1-12
14-8-7
4-6-11
22-2-11
7-6-5
30-0-8
7-9-13
-1-0-0
1-0-0
5-2-10
5-2-10
10-1-12
4-11-2
14-8-7
4-6-11
22-2-11
7-6-5
30-0-8
7-9-13
1-1-12
9-8-11
7.00 12
Plate Offsets (X,Y)-- [6:0-10-0,0-2-4]
LOADING (psf)
TCLL
Job
ALB-0047-00_CRESTWOOD
Truss
T7A
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I28278897
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:53 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-GWHeC0p3JbdTnbFsuQR0Ho6vn0rVCjycDdTfijyKEze
Scale = 1:45.7
1
2
3 4 5
6
7
13 12
11
10 9 8
14 15
6x6 6x6
1.5x4 3x5
3x5 4x8
1.5x4
4x4
4x4
2.5x4
6x6
4-6-14
4-6-14
11-10-6
7-3-8
19-1-14
7-3-8
24-7-0
5-5-2
-1-0-0
1-0-0
4-6-14
4-6-14
11-10-6
7-3-8
19-1-14
7-3-8
24-7-0
5-5-2
25-7-0
1-0-0
2-1-12
7-3-7
7-5-12
1-1-12
7-3-7
14.00 12
Plate Offsets (X,Y)-- [2:0-0-8,0-1-8], [3:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:0-3-0,0-1-8]
LOADING (psf)
Job
ALB-0047-00_CRESTWOOD
Truss
T7B
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I28278898
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:54 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-kir0PMqh4vlKPlq3S7yFq0f1rQCzxDilSHDCE9yKEzd
Scale = 1:55.9
1
2
3 4 5
6
7
13 12
11 10 9
8
14 15
6x8 6x8
3x6 3x6
3x6 5x12
1.5x4
4x4
10x12
6x8
3x6
6-6-14
6-6-14
11-10-6
5-3-8
17-1-14
5-3-8
24-7-0
7-5-2
-1-0-0
1-0-0
6-6-14
6-6-14
11-10-6
5-3-8
17-1-14
5-3-8
24-7-0
7-5-2
25-7-0
1-0-0
2-1-12
9-7-7
9-9-12
1-1-12
0-0-4
9-7-7
14.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-5-15,0-3-0], [5:0-5-15,0-3-0], [6:0-2-0,0-1-12], [8:0-2-0,0-1-8]
Job
ALB-0047-00_CRESTWOOD
Truss
T8
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
I28278899
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:54 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-kir0PMqh4vlKPlq3S7yFq0f3uQBWx8GlSHDCE9yKEzd
Scale = 1:76.9
1 2
3
4
5
6 7
12
11
10 9 8
16
3x6
4x4
6x8
3x6
3x6
3x6
1.5x4
3x6
3x6
5x12
5x12 MT18HS
6-10-15
6-10-15
13-8-7
6-9-9
20-6-0
6-9-9
22-2-8
1-8-8
-1-0-0
1-0-0
6-10-15
6-10-15
13-8-7
6-9-9
20-6-0
6-9-9
22-2-8
1-8-8
0-6-12
12-6-4
11-6-5
7.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-2], [2:0-0-13,0-5-6], [2:0-0-6,0-0-11], [7:0-3-8,Edge], [8:0-3-8,Edge]
LOADING (psf)
TCLL
Job
ALB-0047-00_CRESTWOOD
Truss
T8A
Truss Type
Common
Qty
3
Ply
1
Job Reference (optional)
I28278900
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:55 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-CvPOdhrJrDtB1uPF?rTUMDBEeqXlgbXvgxylmcyKEzc
Scale = 1:76.9
1
2
3
4
5 6
11
10
9 8 7
15
3x6
4x4
6x8
4x6
3x6
3x6
1.5x4
3x6
3x6
5x12
5x12 MT18HS
6-10-15
6-10-15
13-8-7
6-9-9
20-6-0
6-9-9
22-2-8
1-8-8
6-10-15
6-10-15
13-8-7
6-9-9
20-6-0
6-9-9
22-2-8
1-8-8
0-6-12
12-6-4
11-6-5
7.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-14], [1:0-0-13,0-5-6], [1:0-0-6,0-0-11], [6:0-3-8,Edge], [7:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
Job
ALB-0047-00_CRESTWOOD
Truss
T8B
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I28278901
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:56 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-g5zmq1sxcW?2e2_RZY_jvRkQiEs1P4z2vbiJI2yKEzb
Scale: 1/4"=1’
1 2 3
4 5
10 9
8 7
6
11 12 13
2.5x4
3x7 3x5 3x5
3x6
4x8 3x5
1.5x4
1.5x4
4x8
7-5-7
7-5-7
14-9-1
7-3-11
22-2-8
7-5-7
7-5-7
7-5-7
14-9-1
7-3-11
22-2-8
7-5-7
8-4-14
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
Job
ALB-0047-00_CRESTWOOD
Truss
T9
Truss Type
Piggyback Base
Qty
4
Ply
1
Job Reference (optional)
I28278902
84 Lumber0783, Franklin, Indiana 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Nov 11 13:20:56 2016 Page 1
ID:KVpdofZ0yqsLMD?1kisna2yKYQV-g5zmq1sxcW?2e2_RZY_jvRkO5ElIP0?2vbiJI2yKEzb
Scale = 1:59.7
1
2 3 4 5 6
7
14 13
12 11 10 9
8
15 16 17
18 19 20
6x6
3x5 3x5
2.5x4 3x5 3x6
4x8
3x5
3x5
3x5
4x4
4x4
4x6
3x5
6-8-6
6-8-6
15-9-6
9-1-1
24-10-7
9-1-1
34-3-0
9-4-9
6-8-6
6-8-6
13-6-2
6-9-13
20-3-15
6-9-13
27-1-11
6-9-13
34-3-0
7-1-5
4-6-0
8-4-14
7.00 12
Plate Offsets (X,Y)-- [2:0-4-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
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.
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.76
0.93
0.82
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.26
-0.57
0.07
(loc)
8-9
8-9
8
l/defl
>999
>714
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 173 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
1-14: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-5-5 max.): 2-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-8, 3-13, 4-9, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1358/Mechanical, 14=1358/0-3-8
Max Horz 14=329(LC 9)
Max Uplift 8=-341(LC 7), 14=-164(LC 7)
Max Grav 8=1439(LC 2), 14=1359(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1170/346, 2-3=-937/360, 3-4=-1533/470, 4-6=-1244/398, 1-14=-1322/335
BOT CHORD 13-14=-301/240, 11-13=-472/1462, 9-11=-449/1480, 8-9=-329/1022
WEBS 2-13=-15/277, 3-13=-807/288, 3-11=0/304, 4-9=-512/213, 6-9=-62/823, 6-8=-1541/397,
1-13=-179/1105
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) except (jt=lb)
8=341, 14=164.
8) 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.
November 11,2016
CSI.
TC
BC
WB
Matrix-MS
0.59
0.50
0.57
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.22
0.02
(loc)
9-10
9-10
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 122 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-10, 5-6, 2-9, 4-9, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=877/0-3-8, 6=877/Mechanical
Max Horz 10=-322(LC 6)
Max Uplift 10=-261(LC 6), 6=-261(LC 7)
Max Grav 10=948(LC 2), 6=930(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-812/290, 1-2=-598/286, 2-4=-598/286
BOT CHORD 9-10=-279/249, 7-9=-256/635, 6-7=-256/635
WEBS 1-9=-273/870, 2-9=-469/249, 4-7=0/404, 4-6=-929/273
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) except (jt=lb)
10=261, 6=261.
8) 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.
November 11,2016
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.68
0.44
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.17
0.04
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 129 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-11: 2x4 SPF Stud, 6-7: 2x4 SPF 2100F 1.8E
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-8, 5-8, 6-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=883/Mechanical, 7=883/0-3-8
Max Horz 1=489(LC 9)
Max Uplift 1=-130(LC 10), 7=-247(LC 10)
Max Grav 1=883(LC 1), 7=1009(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1302/269, 2-4=-849/242, 4-5=-367/227, 5-6=-383/322, 6-7=-1005/329
BOT CHORD 1-11=-314/1226, 9-11=-314/1226, 8-9=-175/746
WEBS 2-11=0/273, 2-9=-577/240, 4-9=-37/531, 4-8=-883/319, 5-8=-240/300, 6-8=-185/1016
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) except (jt=lb)
1=130, 7=247.
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.
November 11,2016
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.68
0.44
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.17
0.04
(loc)
9-10
9-10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 130 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-12: 2x4 SPF Stud, 7-8: 2x4 SPF 2100F 1.8E
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-9, 6-9, 7-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=944/0-3-8, 8=881/0-3-8
Max Horz 2=500(LC 9)
Max Uplift 2=-155(LC 10), 8=-246(LC 10)
Max Grav 2=944(LC 1), 8=1008(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1296/263, 3-5=-848/241, 5-6=-367/227, 6-7=-383/322, 7-8=-1003/328
BOT CHORD 2-12=-311/1220, 10-12=-311/1220, 9-10=-175/745
WEBS 3-12=0/272, 3-10=-578/237, 5-10=-36/528, 5-9=-882/318, 6-9=-240/300, 7-9=-184/1014
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) except (jt=lb)
2=155, 8=246.
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.
November 11,2016
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.81
0.35
0.36
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.16
0.02
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 142 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-13,2-12,6-9: 2x4 SPF Stud, 6-8: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1037/0-3-8, 8=1042/0-3-8
Max Horz 13=-328(LC 8)
Max Uplift 13=-101(LC 10), 8=-112(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-922/284, 3-4=-651/322, 4-5=-651/322, 5-6=-1010/281, 2-13=-978/283,
6-8=-976/301
BOT CHORD 12-13=-320/406, 10-12=-171/588, 9-10=-71/571, 8-9=-365/537
WEBS 3-10=-172/312, 4-10=-337/187, 5-10=-177/254, 2-12=-124/537, 6-9=-262/549
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=101, 8=112.
8) 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.
November 11,2016
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.64
0.43
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.16
0.02
(loc)
9-10
9-10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 125 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-10,5-10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1040/0-3-8, 8=1040/0-3-8
Max Horz 13=-260(LC 8)
Max Uplift 13=-99(LC 7), 8=-99(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-881/276, 3-4=-900/348, 4-5=-900/348, 5-6=-1025/273, 2-13=-1011/280,
6-8=-998/291
BOT CHORD 12-13=-230/271, 10-12=-179/576, 9-10=-87/595, 8-9=-179/270
WEBS 3-10=-188/529, 4-10=-508/263, 5-10=-185/429, 2-12=-116/573, 6-9=-165/612
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) 13, 8.
7) 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.
November 11,2016
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.72
0.48
0.88
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.26
-0.01
(loc)
9-10
9-10
9
l/defl
>999
>897
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 164 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-14,3-13,5-13,2-15,2-14: 2x4 SPF Stud
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.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13.
WEBS 1 Row at midpt 8-9, 6-12, 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=777/Mechanical, 15=447/0-3-8, 13=1225/0-3-8
Max Horz 13=401(LC 9)
Max Uplift 9=-229(LC 7), 15=-67(LC 10), 13=-199(LC 10)
Max Grav 9=847(LC 2), 15=447(LC 1), 13=1234(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-380/79, 5-6=-429/226, 6-7=-464/271, 7-8=-464/271, 8-9=-711/257, 2-15=-400/142
BOT CHORD 13-14=0/292, 12-13=-261/152, 10-12=-227/328
WEBS 3-13=-400/168, 5-13=-927/228, 5-12=-53/596, 6-12=-339/122, 7-10=-534/284,
8-10=-221/692
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb)
9=229, 13=199.
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.
November 11,2016
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.84
0.61
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.28
0.04
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 155 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-12,2-13: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-4-14 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing.
WEBS 1 Row at midpt 7-8, 3-11, 5-9, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1189/Mechanical, 13=1260/0-3-8
Max Horz 13=401(LC 9)
Max Uplift 8=-270(LC 7), 13=-199(LC 10)
Max Grav 8=1257(LC 2), 13=1260(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1650/373, 3-5=-1242/383, 5-6=-782/347, 6-7=-782/347, 7-8=-1122/339,
2-13=-1189/339
BOT CHORD 12-13=-417/469, 11-12=-351/1446, 9-11=-294/989
WEBS 3-11=-556/258, 5-11=-66/580, 5-9=-431/129, 6-9=-527/282, 7-9=-286/1218,
2-12=-79/1084
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=270, 13=199.
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.
November 11,2016
5-7-13
34-8-7
8-8-7
37-10-8
3-2-1
-1-0-0
1-0-0
2-4-0
2-4-0
6-8-0
4-4-0
11-0-0
4-4-0
14-8-7
3-8-7
20-4-3
5-7-13
26-0-0
5-7-13
30-4-3
4-4-3
34-8-7
4-4-3
37-10-8
3-2-1
1-1-12
9-8-11
11-8-11
9-10-7
2-0-0
3-0-0
2-0-0
11-8-11
7.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [7:0-9-8,0-2-8], [12:0-10-0,0-2-4], [13:Edge,0-1-12], [14:Edge,0-2-0], [17:0-6-4,0-4-0], [22:0-6-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.93
0.89
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.72
0.23
(loc)
21-22
21-22
14
l/defl
>999
>623
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 260 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
3-23: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
4-21,19-21,2-24,4-22,22-24: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 7-12.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 9-17
WEBS 1 Row at midpt 7-19, 8-18, 11-15, 12-15
2 Rows at 1/3 pts 13-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=1502/0-3-8, 24=1573/0-3-8
Max Horz 24=434(LC 9)
Max Uplift 14=-204(LC 7), 24=-220(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2883/561, 3-4=-3063/655, 4-6=-2236/556, 6-7=-2201/662, 7-8=-1514/522,
8-9=-1514/522, 9-11=-1310/473, 11-12=-444/281, 12-13=-518/317, 2-24=-1528/356,
13-14=-1509/395
BOT CHORD 21-22=-612/2175, 6-21=-261/190, 18-19=-414/1431, 17-18=-399/1318, 9-17=-614/232
WEBS 4-21=-448/234, 19-21=-365/1481, 7-21=-290/1129, 7-19=-318/163, 8-18=-375/197,
9-18=-92/397, 15-17=-310/845, 11-17=-246/1099, 11-15=-1351/386, 13-15=-237/1267,
4-22=-262/745, 2-22=-416/2362, 22-24=-392/311
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) except (jt=lb)
14=204, 24=220.
7) 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.
November 11,2016
14-8-7
3-8-7
22-2-11
7-6-5
30-0-8
7-9-13
1-1-12
9-8-11
1-0-0
7.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-9-8,0-2-8], [16:0-4-8,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.85
0.80
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.65
0.13
(loc)
15-16
15-16
10
l/defl
>999
>551
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 172 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-17: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
5-15,13-15,2-18,5-16,2-16,16-18: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-5-3 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 9-10, 7-13, 7-11, 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=1189/Mechanical, 18=1260/0-3-8
Max Horz 18=401(LC 9)
Max Uplift 10=-270(LC 7), 18=-199(LC 10)
Max Grav 10=1241(LC 2), 18=1260(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-2279/475, 4-5=-2471/568, 5-6=-1607/419, 6-7=-1567/519, 7-8=-770/347,
8-9=-770/347, 9-10=-1122/339, 2-18=-1235/314
BOT CHORD 15-16=-473/1697, 6-15=-257/186, 11-13=-294/958
WEBS 5-15=-440/241, 13-15=-243/1041, 7-15=-302/983, 7-11=-399/123, 8-11=-533/284,
9-11=-287/1202, 5-16=-252/721, 2-16=-354/1844, 16-18=-356/263
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) except (jt=lb)
10=270, 18=199.
8) 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.
November 11,2016
7-5-5
34-8-7
5-1-7
37-10-8
3-2-1
-1-0-0
1-0-0
2-4-0
2-4-0
6-8-0
4-4-0
11-0-0
4-4-0
14-8-7
3-8-7
22-1-11
7-5-5
29-7-0
7-5-5
34-8-7
5-1-7
37-10-8
3-2-1
1-1-12
9-8-11
11-8-11
9-10-7
2-0-0
3-0-0
2-0-0
11-8-11
7.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [7:0-9-8,0-2-8], [11:0-10-0,0-2-4], [12:Edge,0-1-12], [13:0-3-8,Edge], [16:0-7-4,0-4-0], [22:0-6-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.91
0.89
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.73
0.24
(loc)
21-22
21-22
13
l/defl
>999
>622
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 245 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-23: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
5-21,19-21,14-16,2-24,5-22,22-24: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 7-11.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 10-16
WEBS 1 Row at midpt 7-19, 8-17, 11-14
2 Rows at 1/3 pts 12-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1502/0-3-8, 24=1573/0-3-8
Max Horz 24=434(LC 9)
Max Uplift 13=-204(LC 7), 24=-220(LC 10)
Max Grav 13=1519(LC 2), 24=1573(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-2883/561, 4-5=-3061/654, 5-6=-2236/555, 6-7=-2191/656, 7-8=-1507/519,
8-10=-1507/519, 10-11=-1059/411, 11-12=-512/323, 12-13=-1479/416, 2-24=-1528/356
BOT CHORD 21-22=-612/2176, 6-21=-255/187, 17-19=-415/1438, 16-17=-341/1072, 10-16=-949/345
WEBS 5-21=-449/234, 19-21=-361/1516, 7-21=-292/1115, 7-19=-297/178, 8-17=-493/258,
10-17=-171/709, 14-16=-163/419, 11-16=-375/1448, 11-14=-1253/401, 12-14=-251/1235,
5-22=-261/745, 2-22=-416/2361, 22-24=-392/311
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) except (jt=lb)
13=204, 24=220.
7) 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.
November 11,2016
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.64
0.41
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.16
-0.02
(loc)
10-12
10-12
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
5-12,6-12,6-10: 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-10-6 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.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=877/0-3-8, 9=814/Mechanical
Max Horz 2=283(LC 9)
Max Uplift 2=-95(LC 10), 9=-67(LC 11)
Max Grav 2=877(LC 1), 9=826(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-842/232, 4-5=-719/317, 5-6=-492/272, 6-7=-748/315
BOT CHORD 2-12=-206/590, 10-12=-77/448, 9-10=-29/447
WEBS 5-12=-75/307, 6-10=-104/359, 7-9=-722/71
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) 2, 9.
8) 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.
November 11,2016
14.00 12
Plate Offsets (X,Y)-- [2:0-6-10,0-2-8], [2:0-7-14,0-0-3], [5:0-3-2,0-2-0], [6:0-4-12,0-1-8], [9:0-7-14,0-0-3], [9:0-6-10,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.64
0.39
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.14
0.04
(loc)
11-13
11-13
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-13,7-11: 2x4 SPF Stud
SLIDER Left 2x8 SP No.1 1-6-0, Right 2x8 SP No.1 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=893/0-3-8, 9=893/0-3-8
Max Horz 2=266(LC 9)
Max Uplift 2=-96(LC 10), 9=-96(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-859/237, 4-5=-729/313, 5-6=-504/272, 6-7=-749/313, 7-9=-861/237
BOT CHORD 2-13=-175/609, 11-13=-45/531, 9-11=0/499
WEBS 5-13=-72/310, 6-11=-110/369
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) 2, 9.
7) 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.
November 11,2016
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.16
0.09
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
20
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 80 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-6-10.
(lb) - Max Horz 1=133(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 18, 16, 15, 14, 13, 20 except
19=-107(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 2, 20 except 19=308(LC 17),
18=327(LC 1), 16=317(LC 1), 15=319(LC 1), 14=327(LC 1), 13=293(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 wide
will fit between the bottom chord and any other members.
10) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 18, 16, 15,
14, 13, 20 except (jt=lb) 19=107.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
13) 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.
November 11,2016
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.16
0.15
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
12
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 98 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-6-10.
(lb) - Max Horz 1=202(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 17, 15, 14, 12, 13 except
1=-119(LC 17), 19=-132(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 2, 12 except 19=314(LC 17),
18=399(LC 17), 17=405(LC 2), 15=397(LC 2), 14=403(LC 2), 13=385(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-19=-253/177, 4-18=-258/138
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 17, 15, 14,
12, 13 except (jt=lb) 1=119, 19=132.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
13) 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.
November 11,2016
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.17
0.16
0.22
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: 104 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-6-10.
(lb) - Max Horz 1=234(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 14, 13, 12, 11 except
1=-134(LC 8), 18=-120(LC 10), 17=-141(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 2, 11 except 18=309(LC 17),
17=421(LC 17), 16=384(LC 17), 14=416(LC 2), 13=398(LC 2), 12=388(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-272/229
WEBS 4-17=-281/190, 6-14=-262/137
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) Bearing at joint(s) 19, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 14, 13, 12,
11 except (jt=lb) 1=134, 18=120, 17=141.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
13) 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.
November 11,2016
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.17
0.15
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
12
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-6-10.
(lb) - Max Horz 1=175(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 18, 17, 15, 14, 12, 13 except
19=-133(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 2, 12 except 19=329(LC 17),
18=315(LC 2), 17=426(LC 2), 15=393(LC 2), 14=403(LC 2), 13=396(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-19=-260/178, 5-17=-261/140
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 18, 17, 15,
14, 12, 13 except (jt=lb) 19=133.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
13) 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.
November 11,2016
TC
BC
WB
Matrix-R
0.19
0.12
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 70 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 22-2-8.
(lb) - Max Horz 20=-147(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 19, 14, 13, 12, 11, 17 except
16=-113(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 19, 18, 16, 11, 17 except
14=336(LC 1), 13=303(LC 1), 12=369(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-14=-252/133, 8-12=-270/146
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 4-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * 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 1-0-0 wide
will fit between the bottom chord and any other members.
11) Bearing at joint(s) 20, 21, 19, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 14, 13, 12,
11, 17 except (jt=lb) 16=113.
13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
14) 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.
November 11,2016
CSI.
TC
BC
WB
Matrix-S
0.41
0.29
0.22
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
12
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-4-1.
(lb) - Max Horz 1=360(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 9=-155(LC 10), 10=-129(LC
10), 11=-121(LC 10), 1=-112(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 2, 8, 1 except 9=495(LC 17),
10=404(LC 17), 11=295(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-404/259, 2-3=-307/201, 3-4=-252/167
WEBS 6-9=-288/171, 4-10=-273/186
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 4-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb)
9=155, 10=129, 11=121, 1=112.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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.
November 11,2016
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.27
0.15
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 52 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-4-1.
(lb) - Max Horz 1=191(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-297(LC 17), 2=-204(LC 10), 10=-165(LC 10), 8=-137(LC
11)
Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=499(LC 17), 9=414(LC 17), 10=450(LC 17),
8=372(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-234/252
WEBS 3-10=-325/222, 5-8=-255/181
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 4-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
1=297, 2=204, 10=165, 8=137.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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.
November 11,2016
BC
WB
Matrix-S
0.17
0.10
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
12
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 20-0-0.
(lb) - Max Horz 1=-28(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 14, 15, 17, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 12 except 14=309(LC 1),
15=344(LC 1), 17=252(LC 1), 13=342(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-15=-261/137, 7-13=-260/136
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 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) 1, 11, 2, 14, 15,
17, 13, 12.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
12) 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.
November 11,2016
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.32
0.15
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 55 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 20-0-0.
(lb) - Max Horz 1=88(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 11, 8 except 1=-337(LC 17), 7=-304(LC 18), 2=-268(LC 10),
9=-106(LC 6), 6=-252(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=601(LC 17), 9=321(LC 1), 11=343(LC 1), 8=343(LC
1), 6=583(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-9=-257/146
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 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) 11, 8 except
(jt=lb) 1=337, 7=304, 2=268, 9=106, 6=252.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
11) 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.
November 11,2016
TC
BC
WB
Matrix-S
0.27
0.15
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 20-0-0.
(lb) - Max Horz 1=-154(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-298(LC 17), 7=-240(LC 18), 2=-204(LC 10), 11=-164(LC
10), 8=-164(LC 11), 6=-173(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=523(LC 17), 9=351(LC 17), 11=452(LC 17),
8=452(LC 18), 6=488(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-192/256
WEBS 3-11=-326/223, 5-8=-325/223
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 4-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 1, 240 lb uplift at
joint 7, 204 lb uplift at joint 2, 164 lb uplift at joint 11, 164 lb uplift at joint 8 and 173 lb uplift at joint 6.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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.
November 11,2016
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 6-11-0.
(lb) - Max Horz 1=108(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-297(LC 17), 5=-227(LC 18), 2=-377(LC 10), 4=-327(LC
11)
Max Grav All reactions 250 lb or less at joint(s) 6 except 1=327(LC 10), 5=268(LC 11), 2=461(LC 17), 4=402(LC
18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-266/271
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 4-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members.
8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should
verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 1, 227 lb uplift at
joint 5, 377 lb uplift at joint 2 and 327 lb uplift at joint 4.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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.
November 11,2016
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.39
0.19
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
2
2
14
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 105 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
13-14: 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except*
12-15,11-16,9-17: 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.): 10-13.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 13-14, 12-15, 11-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 18-0-0.
(lb) - Max Horz 24=348(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 19, 20, 21, 22 except
24=-120(LC 6), 23=-234(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 19, 20, 21, 22
except 24=290(LC 18), 23=253(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-317/207
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17,
19, 20, 21, 22 except (jt=lb) 24=120, 23=234.
12) 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.
November 11,2016
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.78
0.81
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.32
-0.71
0.02
(loc)
9-11
9-11
8
l/defl
>673
>301
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 102 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-11,2-12,3-12: 2x4 SPF Stud
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.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-8, 5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=706/Mechanical, 12=779/0-3-8
Max Horz 12=454(LC 7)
Max Uplift 8=-215(LC 10), 12=-121(LC 10)
Max Grav 8=830(LC 17), 12=779(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-334/166, 3-5=-784/233, 5-6=-272/182, 7-8=-454/259, 2-12=-351/207
BOT CHORD 11-12=-237/850, 9-11=-164/527
WEBS 3-11=-250/220, 5-11=-88/550, 5-9=-746/300, 6-9=-253/419, 3-12=-741/49
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=215, 12=121.
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.
November 11,2016
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.43
0.77
0.61
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.35
-0.65
0.02
(loc)
7-9
7-9
7
l/defl
>602
>328
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 92 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-9,2-10,3-10: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing.
WEBS 1 Row at midpt 6-7, 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=706/Mechanical, 10=779/0-3-8
Max Horz 10=449(LC 10)
Max Uplift 7=-313(LC 10), 10=-41(LC 10)
Max Grav 7=853(LC 17), 10=788(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-276/130, 3-5=-774/7, 2-10=-305/178
BOT CHORD 9-10=-381/820, 7-9=-199/466
WEBS 3-9=-286/244, 5-9=-66/529, 5-7=-725/317, 3-10=-707/0
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
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) 10 except (jt=lb)
7=313.
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.
November 11,2016
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.28
0.21
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.05
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=272/0-3-8, 5=187/0-1-8
Max Horz 7=210(LC 9)
Max Uplift 7=-26(LC 10), 5=-115(LC 7)
Max Grav 7=272(LC 1), 5=227(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=115.
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.
November 11,2016
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.44
0.17
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.05
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 34 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=272/0-3-8, 5=187/0-1-8
Max Horz 7=258(LC 9)
Max Uplift 7=-21(LC 6), 5=-153(LC 7)
Max Grav 7=300(LC 18), 5=235(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-252/112
BOT CHORD 6-7=-294/266
WEBS 2-6=-286/328
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=153.
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.
November 11,2016
WB
Matrix-MP
0.81
0.25
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>691
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=272/0-3-8, 4=187/0-1-8
Max Horz 5=296(LC 7)
Max Uplift 5=-49(LC 6), 4=-186(LC 7)
Max Grav 5=337(LC 18), 4=286(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-288/123
BOT CHORD 4-5=-291/190
WEBS 2-4=-159/276
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
5) 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.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
4=186.
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.
November 11,2016
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
7
4-7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=56/Mechanical, 2=170/0-3-8, 4=29/Mechanical
Max Horz 2=81(LC 10)
Max Uplift 3=-40(LC 10), 2=-28(LC 10), 4=-1(LC 10)
Max Grav 3=62(LC 17), 2=170(LC 1), 4=43(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) 3, 2, 4.
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.
November 11,2016
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.30
0.17
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.04
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=315/0-3-8, 5=232/0-1-8
Max Horz 7=94(LC 5)
Max Uplift 7=-92(LC 8), 5=-97(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-269/80
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
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) 64 lb down and 44 lb up at
0-9-0, and 74 lb down and 41 lb up at 2-9-12, and 70 lb down and 42 lb up at 4-9-12 on top chord, and 21 lb down and 15 lb up at
0-9-12, and 19 lb down and 15 lb up at 2-9-12, and 20 lb down and 15 lb up at 4-9-12 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=-60, 2-3=-60, 3-4=-60, 5-7=-20
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.
November 11,2016
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.24
0.11
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=294/0-3-8, 5=211/0-1-8
Max Horz 7=142(LC 9)
Max Uplift 7=-42(LC 10), 5=-78(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-290/156
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
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.
November 11,2016
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.29
0.07
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 34 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=294/0-3-8, 5=211/0-1-8
Max Horz 7=190(LC 9)
Max Uplift 7=-37(LC 10), 5=-101(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-272/152
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=101.
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.
November 11,2016
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.38
0.26
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.06
-0.08
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>825
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 34 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=294/0-3-8, 5=211/0-1-8
Max Horz 7=238(LC 9)
Max Uplift 7=-23(LC 10), 5=-132(LC 7)
Max Grav 7=295(LC 18), 5=259(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 6-7=-280/252
WEBS 2-6=-247/285
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=132.
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.
November 11,2016
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.56
0.22
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.08
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>848
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 38 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=294/0-3-8, 5=211/0-1-8
Max Horz 7=286(LC 9)
Max Uplift 7=-23(LC 6), 5=-169(LC 7)
Max Grav 7=329(LC 18), 5=267(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-275/117
BOT CHORD 6-7=-341/323
WEBS 2-6=-364/397
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=169.
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.
November 11,2016
WB
Matrix-MP
0.59
0.32
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.13
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>492
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 36 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-4: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=218/0-3-8, 4=218/0-1-8
Max Horz 5=300(LC 7)
Max Uplift 5=-55(LC 6), 4=-202(LC 7)
Max Grav 5=318(LC 18), 4=325(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-250/265, 2-5=-290/136
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
5) 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.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
4=202.
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.
November 11,2016
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.11
0.04
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.01
0.00
(loc)
7
7
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
3-7: 2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=184/0-3-8, 4=79/Mechanical, 5=5/Mechanical
Max Horz 8=73(LC 10)
Max Uplift 8=-13(LC 10), 4=-63(LC 10)
Max Grav 8=184(LC 1), 4=98(LC 17), 5=9(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) 8, 4.
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.
November 11,2016
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=185/0-3-8, 3=59/Mechanical, 4=26/Mechanical
Max Horz 5=73(LC 10)
Max Uplift 5=-14(LC 10), 3=-46(LC 10), 4=-13(LC 10)
Max Grav 5=185(LC 1), 3=66(LC 17), 4=51(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) 5, 3, 4.
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.
November 11,2016
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.16
0.10
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
0.01
(loc)
9
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 35 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-8: 2x4 SPF Stud
WEBS 2x4 SPF Stud
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.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=313/0-3-8, 6=249/0-1-8
Max Horz 10=155(LC 5)
Max Uplift 10=-49(LC 8), 6=-155(LC 5)
Max Grav 10=313(LC 1), 6=272(LC 29)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-340/217, 2-3=-391/183, 3-4=-328/208
BOT CHORD 6-7=-241/354
WEBS 7-9=-222/313, 4-6=-411/269
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
6=155.
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) 71 lb down and 50 lb up at
3-0-12, and 107 lb down and 70 lb up at 5-1-9 on top chord, and 29 lb down and 28 lb up at 3-1-9, and at 5-1-9 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
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.
November 11,2016
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.16
0.28
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
0.02
(loc)
9
9
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-8: 2x4 SPF Stud
WEBS 2x4 SPF Stud
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.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=307/0-3-8, 6=224/0-1-8
Max Horz 10=203(LC 7)
Max Uplift 10=-2(LC 10), 6=-133(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-318/304, 2-3=-405/264, 3-4=-267/193
BOT CHORD 9-10=-299/198, 8-9=-204/267, 7-8=-208/276, 4-7=-195/297
WEBS 3-8=-308/257
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
6=133.
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.
November 11,2016
5-0-11
14.00 12
12.00 12
Plate Offsets (X,Y)-- [5:0-2-8,0-1-12], [7:Edge,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.18
0.17
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.03
0.06
(loc)
10
10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 42 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=307/0-3-8, 7=224/0-1-8
Max Horz 12=251(LC 7)
Max Uplift 12=-9(LC 6), 7=-168(LC 7)
Max Grav 12=330(LC 18), 7=281(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-326/300, 2-3=-421/252, 3-4=-257/156
BOT CHORD 11-12=-328/240, 10-11=-215/298
WEBS 9-10=-187/252, 4-9=-221/327, 3-11=-198/256, 3-10=-298/242, 4-8=-338/267
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 12, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
7=168.
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.
November 11,2016
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.24
0.07
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.03
0.06
(loc)
8
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=307/0-3-8, 6=224/0-1-8
Max Horz 10=289(LC 7)
Max Uplift 10=-37(LC 6), 6=-202(LC 7)
Max Grav 10=367(LC 18), 6=332(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-323/297, 2-3=-423/243, 3-4=-256/142
BOT CHORD 9-10=-380/274, 8-9=-231/308
WEBS 4-7=-187/280, 3-9=-225/276, 3-8=-287/236, 4-6=-321/259
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
6=202.
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.
November 11,2016
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.56
0.16
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.01
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 37 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=307/0-3-8, 5=224/0-1-8
Max Horz 7=306(LC 7)
Max Uplift 7=-47(LC 6), 5=-209(LC 7)
Max Grav 7=377(LC 18), 5=336(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-331/309, 2-3=-461/268
BOT CHORD 6-7=-418/290, 5-6=-284/360
WEBS 2-6=-36/304, 3-6=-259/334, 3-5=-423/349
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=209.
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.
November 11,2016
CSI.
TC
BC
WB
Matrix-MP
0.67
0.36
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.17
-0.00
(loc)
5-6
5-6
5
l/defl
>999
>415
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
4-5: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=307/0-3-8, 5=224/0-1-8
Max Horz 6=339(LC 9)
Max Uplift 6=-52(LC 6), 5=-211(LC 7)
Max Grav 6=382(LC 18), 5=336(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-188/344, 2-3=-106/310
WEBS 3-6=-338/159, 3-5=-269/269
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)
5=211.
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.
November 11,2016
Plate Offsets (X,Y)-- [9:Edge,0-4-8], [17:0-4-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.32
0.28
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.16
-0.19
0.05
(loc)
11-13
11-13
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 406 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except*
3-16,3-13,6-13,6-10,7-9: 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.): 2-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-9
REACTIONS. (lb/size) 9=2735/Mechanical, 17=2824/0-3-8 (min. 0-2-9)
Max Horz 17=265(LC 5)
Max Uplift 9=-1964(LC 5), 17=-1842(LC 5)
Max Grav 9=3284(LC 31), 17=3286(LC 32)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2262/1343, 2-3=-1900/1178, 3-4=-4378/2586, 4-5=-4378/2586, 5-6=-4378/2586,
6-7=-2645/1577, 1-17=-3055/1728
BOT CHORD 16-20=-2320/3712, 20-21=-2320/3712, 21-22=-2320/3712, 15-22=-2320/3712,
15-23=-2320/3712, 23-24=-2320/3712, 14-24=-2320/3712, 13-14=-2320/3712,
13-25=-2459/4026, 12-25=-2459/4026, 12-26=-2459/4026, 26-27=-2459/4026,
27-28=-2459/4026, 11-28=-2459/4026, 11-29=-2459/4026, 29-30=-2459/4026,
30-31=-2459/4026, 10-31=-2459/4026, 10-32=-1607/2611, 32-33=-1607/2611,
33-34=-1607/2611, 9-34=-1607/2611
WEBS 2-16=-571/933, 3-16=-2706/1621, 3-15=-522/986, 3-13=-640/1005, 4-13=-352/179,
6-13=-361/517, 6-11=-506/954, 6-10=-2117/1275, 7-10=-1508/2598, 7-9=-3851/2301,
1-16=-1559/2704
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) This truss has been checked for uniform roof live load only, except as noted.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1964 lb uplift at joint 9 and 1842 lb uplift
at joint 17.
Continued 10) Graphical on page purlin 2 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.
November 11,2016
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.49
0.84
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.47
0.07
(loc)
9-10
9-10
9
l/defl
>999
>871
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 189 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
1-15: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 3-8.
BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing.
WEBS 1 Row at midpt 8-9, 4-14, 5-10, 7-9, 2-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1358/Mechanical, 15=1358/0-3-8
Max Horz 15=365(LC 7)
Max Uplift 9=-342(LC 7), 15=-128(LC 7)
Max Grav 9=1465(LC 2), 15=1438(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1251/404, 3-4=-1042/384, 4-5=-1409/456, 5-7=-1087/379
BOT CHORD 14-15=-380/829, 12-14=-445/1379, 10-12=-409/1319, 9-10=-298/880
WEBS 2-14=-136/505, 3-14=-54/356, 4-14=-584/261, 5-12=-20/255, 5-10=-561/219,
7-10=-87/882, 7-9=-1488/378, 2-15=-1436/262
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=342, 15=128.
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.
November 11,2016
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.35
0.45
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.26
-0.35
0.02
(loc)
7-8
7-8
7
l/defl
>999
>751
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 231 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except*
6-7,3-10,3-8: 2x4 SPF Stud
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.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=1906/0-3-8 (min. 0-1-10), 2=1887/0-3-8 (min. 0-1-8)
Max Horz 2=309(LC 7)
Max Uplift 7=-1192(LC 5), 2=-864(LC 8)
Max Grav 7=2105(LC 29), 2=1887(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2821/1370, 3-4=-2108/1128, 4-5=-1755/1023
BOT CHORD 2-14=-1248/2468, 14-15=-1248/2468, 10-15=-1248/2468, 9-10=-1248/2468,
9-16=-1248/2468, 8-16=-1248/2468, 8-17=-609/986, 17-18=-609/986, 18-19=-609/986,
19-20=-609/986, 20-21=-609/986, 21-22=-609/986, 7-22=-609/986
WEBS 3-10=-158/568, 3-8=-921/431, 4-8=-454/820, 5-8=-809/1484, 5-7=-1669/951
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) This truss has been checked for uniform roof live load only, except as noted.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1192 lb uplift at joint 7 and 864 lb uplift at
joint 2.
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) 212 lb down and 117 lb up at
2-6-12, 191 lb down and 98 lb up at 4-6-12, 191 lb down and 121 lb up at 6-6-12, 209 lb down and 152 lb up at 8-6-12, 228 lb
down and 189 lb up at 10-6-12, 284 lb down and 222 lb up at 12-6-12, 284 lb down and 222 lb up at 14-6-12, 284 lb down and 222
lb up at 16-6-12, and 284 lb down and 222 lb up at 18-6-12, and 284 lb down and 222 lb up at 20-6-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
Continued LOAD CASE(on page S) Standard 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.
November 11,2016
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.59
0.54
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.26
0.03
(loc)
9-11
9-11
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-11,5-11: 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-8, 5-9, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=881/0-3-8, 2=944/0-3-8
Max Horz 2=408(LC 9)
Max Uplift 8=-177(LC 7), 2=-168(LC 10)
Max Grav 8=907(LC 17), 2=955(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1336/290, 3-5=-1166/294, 5-6=-594/256
BOT CHORD 2-11=-318/1269, 9-11=-208/894, 8-9=-155/485
WEBS 3-11=-310/206, 5-11=-66/494, 5-9=-638/274, 6-9=-142/771, 6-8=-899/181
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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 1-0-0 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) except (jt=lb)
8=177, 2=168.
7) 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.
November 11,2016
6-1-0
-1-0-0
1-0-0
2-4-0
2-4-0
8-8-7
6-4-7
11-0-0
2-3-9
18-6-0
7-6-0
26-0-0
7-6-0
31-9-8
5-9-8
37-10-8
6-1-0
6-0-6
8-2-11
3-0-0
2-0-0
8-0-6
7.00 12
Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-1-8,0-2-0], [4:0-4-1,Edge], [9:0-2-8,0-2-0], [10:0-2-0,0-1-12], [11:0-5-8,Edge], [12:0-3-0,0-2-8], [14:0-4-4,0-4-0], [15:0-3-8,0-2-8],
[16:0-3-0,0-0-4], [17:0-9-0,0-6-0], [21:Edge,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.85
0.73
0.89
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.42
-0.53
0.27
(loc)
14-15
14-15
11
l/defl
>999
>856
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 458 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E *Except*
3-20: 2x4 SPF Stud, 5-16,8-13: 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-18,4-18,5-18,6-15,12-14,2-21,19-21: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-8-7 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 10-11
REACTIONS. (lb/size) 11=3421/0-3-8 (min. 0-3-2), 21=3356/0-3-8 (min. 0-2-13)
Max Horz 21=302(LC 22)
Max Uplift 11=-2405(LC 5), 21=-1942(LC 5)
Max Grav 11=4001(LC 32), 21=3579(LC 29)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7429/4362, 3-4=-6357/3755, 4-5=-5422/3272, 5-6=-6618/4010, 6-7=-5657/3374,
7-8=-5657/3374, 8-9=-5616/3348, 9-10=-2743/1669, 10-11=-3540/2150, 2-21=-3467/1997
BOT CHORD 20-21=-325/540, 3-19=-501/760, 19-22=-4219/6976, 22-23=-4219/6976, 23-24=-4219/6976,
18-24=-4219/6976, 18-25=-4129/6563, 17-25=-4148/6593, 16-17=-261/459,
5-17=-1168/1918, 16-26=-564/915, 26-27=-564/915, 27-28=-564/915, 15-28=-564/915,
15-29=-4146/6681, 29-30=-4146/6681, 30-31=-4146/6681, 14-31=-4146/6681,
13-14=-275/439, 8-14=-386/204
WEBS 3-18=-1540/885, 4-18=-1853/3062, 5-18=-2556/1610, 15-17=-3633/5848, 6-15=-418/798,
6-14=-1340/795, 12-14=-1748/2789, 9-14=-2536/4100, 9-12=-3157/1991,
10-12=-2626/4327, 2-19=-3528/6049, 19-21=-398/223
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 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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) This truss has been checked for uniform roof live load only, except as noted.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2405 lb uplift at joint 11 and 1942 lb uplift
at joint 21.
Continued 9) Graphical on purlin page 2 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.
November 11,2016
31-4-3
5-4-3
36-8-7
5-4-3
37-10-8
1-2-1
-1-0-0
1-0-0
2-4-0
2-4-0
6-8-0
4-4-0
11-0-0
4-4-0
12-8-7
1-8-7
19-4-3
6-7-13
26-0-0
6-7-13
31-4-3
5-4-3
36-8-7
5-4-3
37-10-8
1-2-1
1-1-12
8-4-6
10-6-11
9-10-7
2-0-0
3-0-0
2-0-0
10-4-6
7.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [7:0-6-0,0-0-8], [12:0-6-0,0-0-9], [23:0-6-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.52
0.90
0.87
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.26
-0.74
0.26
(loc)
22-23
22-23
14
l/defl
>999
>607
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 254 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-24: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
5-22,20-22,7-22,16-18,2-25,23-25,5-23: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-1-8 max.): 7-12.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 9-18
WEBS 1 Row at midpt 7-20, 8-20, 8-18, 11-16, 11-15, 13-14,
12-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=1502/0-3-8, 25=1573/0-3-8
Max Horz 25=399(LC 9)
Max Uplift 14=-295(LC 7), 25=-202(LC 10)
Max Grav 14=1510(LC 2), 25=1573(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-2883/570, 4-5=-3059/663, 5-6=-2234/564, 6-7=-2069/606, 7-8=-1560/504,
8-9=-1525/499, 9-11=-1518/498, 2-25=-1529/360
BOT CHORD 22-23=-632/2177, 19-20=-509/1829, 18-19=-509/1829, 9-18=-348/182, 15-16=-269/822
WEBS 5-22=-453/235, 20-22=-444/1862, 7-22=-328/1386, 7-20=-663/265, 8-20=-457/235,
8-19=0/379, 8-18=-473/99, 16-18=-278/883, 11-18=-335/1286, 11-15=-1440/348,
12-15=-394/1260, 12-14=-1417/296, 2-23=-447/2360, 23-25=-356/265, 5-23=-236/713
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
14=295, 25=202.
8) 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.
November 11,2016
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.66
0.96
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.20
-0.27
0.02
(loc)
9-15
9-15
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 564 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x4 SPF No.2 *Except*
5-9,1-12: 2x4 SPF Stud
SLIDER Right 2x6 SPF 1650F 1.5E 3-7-1
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.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12=7491/0-3-8 (min. 0-2-15), 7=7375/0-3-8 (min. 0-2-15)
Max Horz 12=-351(LC 21)
Max Uplift 12=-1884(LC 8), 7=-2754(LC 9)
Max Grav 12=7491(LC 1), 7=7438(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-712/290, 2-3=-6707/1967, 3-4=-4332/1356, 4-5=-7721/2731, 5-6=-7852/2636,
6-7=-5449/2339, 1-12=-609/259
BOT CHORD 12-17=-1189/3826, 17-18=-1189/3826, 18-19=-1189/3826, 19-20=-1189/3826,
20-21=-1189/3826, 11-21=-1189/3826, 11-22=-1653/4975, 10-22=-1653/4975,
10-23=-1653/4975, 23-24=-1653/4975, 24-25=-1653/4975, 9-25=-1653/4975,
9-26=-1624/5010, 26-27=-1624/5010, 27-28=-1624/5010, 28-29=-1624/5010,
7-29=-1624/5010
WEBS 2-11=-477/1069, 3-11=-1388/4699, 4-11=-1351/994, 4-9=-2729/6402, 5-9=-230/312,
2-12=-6606/1758
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 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) This truss has been checked for uniform roof live load only, except as noted.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1884 lb uplift at joint 12 and 2754 lb uplift
at joint 7.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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.
November 11,2016
14.00 12
Plate Offsets (X,Y)-- [3:0-5-15,0-3-0], [5:0-6-0,0-2-0], [6:Edge,0-1-14], [9:0-0-0,0-1-12], [9:Edge,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.92
0.30
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
0.01
(loc)
9-10
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 157 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-14,5-14,6-10: 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 11-3-8 except (jt=length) 9=0-3-8.
(lb) - Max Horz 18=-308(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 9, 17, 18 except 14=-313(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 17, 18, 13, 15, 16 except 9=627(LC
1), 14=966(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-455/212, 6-7=-531/155, 7-9=-563/194
BOT CHORD 17-18=-279/283, 13-14=-24/345, 11-13=-24/345, 10-11=-23/347, 9-10=-304/449
WEBS 4-14=-417/218, 5-14=-685/150, 6-10=-117/333, 7-10=-352/482
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) The Fabrication Tolerance at joint 7 = 8%
7) Gable studs spaced at 2-0-0 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 1-0-0 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) 9, 17, 18 except
(jt=lb) 14=313.
11) 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.
November 11,2016
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.22
0.12
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
11
10
12
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except*
6-16: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-7-0.
(lb) - Max Horz 20=-295(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 20=-305(LC 8), 12=-256(LC 9),
17=-149(LC 10), 18=-153(LC 10), 19=-327(LC 10), 15=-148(LC 11), 14=-154(LC
11), 13=-314(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 18, 14 except 20=383(LC 7),
12=338(LC 6), 16=360(LC 11), 17=274(LC 17), 19=331(LC 8), 15=272(LC 18),
13=302(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-277/253, 5-6=-264/363, 6-7=-264/363
WEBS 6-16=-467/266
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 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 2-0-0 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 20, 256 lb uplift at
joint 12, 149 lb uplift at joint 17, 153 lb uplift at joint 18, 327 lb uplift at joint 19, 148 lb uplift at joint 15, 154 lb uplift at joint 14 and
314 lb uplift at joint 13.
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.
November 11,2016
1-1-12
9-3-3
14.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-5], [5:0-2-11,Edge], [9:0-2-11,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.43
0.21
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.01
(loc)
21-22
21-22
15
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-21,7-24,8-20,10-18: 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.): 5-9.
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 7-24, 8-20, 10-18
JOINTS 1 Brace at Jt(s): 25, 26
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 11-0-0 except (jt=length) 23=0-3-8.
(lb) - Max Horz 23=-303(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 20, 18 except 21=-140(LC 10),
17=-166(LC 11), 16=-290(LC 11), 15=-114(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 20, 18 except 23=572(LC 1),
21=501(LC 17), 17=268(LC 18), 16=270(LC 18), 15=413(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-487/47, 11-12=-261/137, 12-13=-364/247, 2-23=-529/95, 13-15=-394/218
BOT CHORD 22-23=-309/380, 21-22=-163/367, 20-21=-185/345, 18-20=-185/345, 17-18=-185/345,
16-17=-185/345
WEBS 3-26=-379/242, 25-26=-347/219, 24-25=-358/228, 21-24=-428/254, 2-22=-154/297,
13-16=-237/341
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 18 except
(jt=lb) 21=140, 17=166, 16=290, 15=114.
8) 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.
November 11,2016
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.19
0.09
0.33
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
9
8
10
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 56 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 10-1-0.
(lb) - Max Horz 16=-237(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 16=-184(LC 6), 10=-161(LC 7), 14=-149(LC 10),
15=-227(LC 10), 12=-149(LC 11), 11=-221(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=309(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-210/304, 5-6=-210/304
WEBS 5-13=-376/185
NOTES-
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 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 2-0-0 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 1-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 16, 161 lb uplift at
joint 10, 149 lb uplift at joint 14, 227 lb uplift at joint 15, 149 lb uplift at joint 12 and 221 lb uplift at joint 11.
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.
November 11,2016