HomeMy WebLinkAboutAshmoor 50 truss detailsRe:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Timberland Home Center-Brazil, IN.
Galinski, John
Pages or sheets covered by this seal: I29924961 thru I29924994
My license renewal date for the state of Indiana is July 31, 2018.
1700456
Truss Engineer’s responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
IMPORTANT NOTE:
EATON A
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
May 19,2017
Job
1700456
Truss
A
Truss Type
COMMON
Qty
8
Ply
1
EATON A
Job Reference (optional)
I29924961
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-6hxwqsz2xeSxTcCzTf9MMxYrUx3CSbs1ydFAKdzExJu
Scale = 1:63.1
1 2
3
4
5
6
7
8 9
14 13 12 11 10
15 16
3x8
4x6
3x8
5x6
3x6 3x8
3x6
2x4
3x6
2x4
5x6
3x6
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
32-0-0
8-0-0
-0-11-4
0-11-4
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
32-0-0
8-0-0
32-11-4
0-11-4
0-6-69-10-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.92
0.69
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.35
0.11
(loc)
2-14
2-14
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
1-4,6-9: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-10,3-14: 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-12, 3-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1333/0-3-8, 8=1333/0-3-8
Max Uplift 2=-106(LC 6), 8=-106(LC 6)
Max Grav 2=1430(LC 12), 8=1430(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2208/143, 3-5=-1538/179, 5-7=-1538/179, 7-8=-2208/143
BOT CHORD 2-14=-21/1769, 12-14=-21/1769, 10-12=-21/1769, 8-10=-21/1769
WEBS 5-12=-41/959, 7-12=-780/132, 7-10=0/350, 3-12=-780/132, 3-14=0/350
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=106, 8=106.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
A1
Truss Type
COMMON
Qty
8
Ply
1
EATON A
Job Reference (optional)
I29924962
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-btVJ1C_giyao5mn91Mgbv85?RLPQB26ABH_ks3zExJt
Scale = 1:62.4
1 2
3
4
5
6
7
8
9
14 13 12 11 10
15 16
3x8
4x6
3x8
5x6
3x6 3x8
3x6
2x4
3x6
2x4
3x6
3x4
3x4
3x6
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
31-8-8
7-8-8
-0-11-4
0-11-4
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
31-8-8
7-8-8
0-6-69-10-60-8-77.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [9:Edge,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.97
0.69
0.31
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.35
0.10
(loc)
2-14
2-14
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 127 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6,6-9: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-10,3-14: 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
SLIDER Right 2x4 SPF Stud/No.3 4-4-2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-12, 3-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1329/0-3-8, 9=1261/0-3-8
Max Horz 2=14(LC 6)
Max Uplift 2=-107(LC 6), 9=-71(LC 6)
Max Grav 2=1424(LC 12), 9=1385(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2197/143, 3-5=-1530/180, 5-7=-1522/179, 7-9=-2131/144
BOT CHORD 2-14=-36/1755, 12-14=-36/1755, 10-12=-35/1706, 9-10=-35/1706
WEBS 5-12=-41/933, 7-12=-720/131, 7-10=0/333, 3-12=-778/133, 3-14=0/349
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb)
2=107.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
AG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924963
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-343hFY?ITGiejvMLb4CqSMeOrlvmwXfKPxkHPWzExJs
Scale: 3/16"=1’
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
17
18
19 20
21
22
23
24
25
26
27
50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
51 52
3x6
4x6
3x6
3x4
3x8 3x6
3x4
3x8 3x6
32-0-0
32-0-0
-0-11-4
0-11-4
16-0-0
16-0-0
32-0-0
16-0-0
32-11-4
0-11-4
0-6-69-10-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge], [26:0-0-0,0-0-15], [26:0-2-5,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.10
0.05
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
27
27
26
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 208 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3 *Except*
14-39,13-40,15-38: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
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.
WEBS 1 Row at midpt 14-39, 13-40, 15-38
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 32-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 39, 42, 43, 44, 45, 46, 47, 48, 49, 50, 36, 35, 34, 33, 32, 31,
30, 29, 28
Max Grav All reactions 250 lb or less at joint(s) 2, 26, 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 36,
35, 34, 33, 32, 31, 30, 29, 28
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 42, 43, 44,
45, 46, 47, 48, 49, 50, 36, 35, 34, 33, 32, 31, 30, 29, 28.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
AG1
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924964
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-XGd3Su0xEZqVK3xY9nj3_ZANr94tfyaTebTqxyzExJr
Scale = 1:63.1
Sheet Back
Right Option 2-9-11
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8 9
14 13 12 11 10
36 37
3x8
4x6
3x8
5x6
3x6 3x8
3x6 3x6
5x6
3x6
3x8 1-10-88-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
29-2-5
5-2-5
32-0-0
2-9-11
-0-11-4
0-11-4
8-0-0
8-0-0
14-1-11
6-1-11
16-0-0
1-10-5
24-0-0
8-0-0
32-0-0
8-0-0
32-11-4
0-11-4
0-6-69-10-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.85
0.76
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.34
0.11
(loc)
2-14
2-14
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 160 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-10,3-14: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-12, 3-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1333/0-3-8, 8=1333/0-3-8
Max Uplift 2=-106(LC 6), 8=-106(LC 6)
Max Grav 2=1430(LC 12), 8=1430(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2208/143, 3-5=-1539/179, 5-7=-1539/179, 7-8=-2208/143
BOT CHORD 2-14=-21/1770, 12-14=-21/1770, 10-12=-21/1770, 8-10=-21/1770
WEBS 5-12=-42/962, 7-12=-782/133, 7-10=0/349, 3-12=-782/133, 3-14=0/349
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=106, 8=106.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
AV
Truss Type
SPECIAL
Qty
6
Ply
1
EATON A
Job Reference (optional)
I29924965
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-?SBRgE1Z_tyMyDWkiUEIXnjX2YMjOJxdtFDOTOzExJq
Scale = 1:65.3
1
2 3
4
5
6
7
8 9
16
15 14
13
12 11 10
18 19
6x12 MT18HS
5x9
4x9
4x9
2x4
6x8
7x12 5x6
10x12 3x6
2x4
4x6
3x6
5x6
2-0-0
2-0-0
3-0-0
1-0-0
7-0-11
4-0-11
14-8-8
7-7-13
15-8-8
1-0-0
24-4-5
8-7-13
31-8-8
7-4-3
2-0-0
2-0-0
7-0-11
5-0-11
15-8-8
8-7-13
24-4-5
8-7-13
31-8-8
7-4-3
32-7-12
0-11-4
0-8-79-10-60-6-61-6-00-6-07.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-1-15,0-0-8], [2:0-1-10,0-2-10], [3:0-3-6,0-0-14], [3:0-0-0,0-3-0], [3:0-1-12,0-1-12], [4:0-4-0,0-2-12], [6:0-4-8,Edge], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3],
[12:0-1-4,0-1-4], [17:0-1-12,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.95
0.91
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.73
0.50
(loc)
3-15
14-15
8
l/defl
>999
>514
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 156 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
1-4: 2x8 SP 2250F 1.8E
BOT CHORD 2x4 SPF No.2 *Except*
3-17: 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3 *Except*
5-12,10-13,7-13: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-12, 4-14, 7-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1246/Mechanical, 8=1325/0-3-8
Max Horz 1=-14(LC 6)
Max Uplift 1=-79(LC 6), 8=-107(LC 6)
Max Grav 1=1369(LC 12), 8=1421(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-945/83, 2-3=-362/72, 3-4=-3006/181, 4-5=-1854/166, 5-7=-1583/180,
7-8=-2241/139
BOT CHORD 3-15=-77/2799, 14-15=-72/2809, 13-14=0/1568, 8-10=-27/1810
WEBS 5-13=-646/0, 4-15=0/328, 4-14=-1540/182, 5-14=0/1662, 10-13=-25/1682, 7-10=0/322,
7-13=-741/126
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) 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) 1 except (jt=lb)
8=107.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
AV1
Truss Type
SPECIAL
Qty
4
Ply
1
EATON A
Job Reference (optional)
I29924966
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:RA6AtZX2o7oEdU_7XroOK5yYm3V-Tflpta1BlB4DaN5wGClX3_Gjjyk47jWm6vyx?qzExJp
Scale = 1:66.2
1 2
3
4
5
6
7
8
9
10
17
16 15
14 13 12 11
18 19
3x6
4x6
3x8
6x10
2x4
3x6
6x10
3x6
2x4 3x6 10x10
3x6
2x4
3x6
3x4
3x4
4x9
0-8-0
0-8-0
4-7-0
3-11-0
9-9-8
5-2-8
16-0-0
6-2-8
23-8-8
7-8-8
31-8-8
8-0-0
-0-11-4
0-11-4
4-7-0
4-7-0
9-9-8
5-2-8
16-0-0
6-2-8
23-8-8
7-8-8
31-8-8
8-0-0
0-6-69-10-60-8-71-0-07.00 12
Plate Offsets (X,Y)-- [2:0-1-3,0-0-0], [2:0-5-13,0-2-0], [2:0-0-10,0-2-12], [10:Edge,0-0-0], [15:0-4-8,0-3-0], [16:0-3-4,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.89
0.77
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.40
0.19
(loc)
15
15-16
10
l/defl
>999
>961
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 147 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
6-7: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
6-13,8-13,2-16: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
SLIDER Right 2x4 SPF Stud/No.3 4-7-0
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-13, 8-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1322/0-3-8, 10=1268/Mechanical
Max Horz 2=17(LC 6)
Max Uplift 2=-103(LC 6), 10=-72(LC 6)
Max Grav 2=1423(LC 12), 10=1392(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3353/189, 3-4=-2323/172, 4-6=-1513/189, 6-8=-1532/182, 8-10=-2126/145
BOT CHORD 15-16=-111/2976, 11-13=-32/1697, 10-11=-32/1697
WEBS 3-16=0/563, 4-15=0/757, 3-15=-1156/106, 13-15=-9/1831, 4-13=-1080/123,
6-13=-65/1005, 8-13=-715/130, 8-11=0/335, 2-16=-106/2672
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) 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) 10 except (jt=lb)
2=103.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
B
Truss Type
SPECIAL
Qty
8
Ply
1
EATON A
Job Reference (optional)
I29924967
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Tflpta1BlB4DaN5wGClX3_GjbykX7lum6vyx?qzExJp
Scale = 1:60.3
1 2
3
4
5
6
7
8
9 10
14 13 12 11
15
16
3x6
4x6
3x6
3x10
6x8
6x12 3x6
2x4
5x6
3x6 3x4
2x4
5x6
3-3-8
3-3-8
12-1-11
8-10-3
20-11-13
8-10-3
30-0-0
9-0-3
-0-11-4
0-11-4
3-3-8
3-3-8
9-6-14
6-3-6
15-10-5
6-3-6
22-10-2
6-11-14
30-0-0
7-1-14
30-11-4
0-11-4
0-6-69-9-60-6-61-0-07.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-7,0-0-2], [2:0-11-7,0-0-3], [2:0-3-1,1-8-7], [2:0-0-3,Edge], [9:0-1-0,0-0-9], [9:0-6-0,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.89
0.81
0.71
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.74
0.23
(loc)
13-14
13-14
9
l/defl
>999
>484
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 123 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
6-13,6-11: 2x4 SPF No.2
WEDGE
Left: 2x6 SPF No.2, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1253/0-3-8, 9=1253/0-3-8
Max Horz 2=28(LC 6)
Max Uplift 2=-102(LC 6), 9=-102(LC 6)
Max Grav 2=1342(LC 12), 9=1343(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3980/176, 3-4=-3836/288, 4-6=-1885/198, 6-8=-1918/211, 8-9=-2025/146
BOT CHORD 2-14=-130/3422, 13-14=-31/1771, 11-13=0/1080, 9-11=-32/1641
WEBS 4-14=-134/1844, 4-13=-696/172, 6-13=-42/880, 6-11=-60/723, 8-11=-460/174
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 2 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)
2=102, 9=102.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
BG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924968
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-xrJC5w2pWUC4BXf6qvGmcCo0AME2sLqwKZiVYHzExJo
Scale = 1:61.6
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7 8 9
10
11
12
13
14
15 1617
18
19
20
21
22
23
41
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
42
3x6
4x6
3x6
4x6
3x8 3x6
5x6
3x4
3x8
3-3-8
3-3-8
30-0-0
26-8-8
-0-11-4
0-11-4
15-10-5
15-10-5
30-0-0
14-1-11
30-11-4
0-11-4
0-6-69-9-60-6-61-0-07.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-11,0-2-2], [2:0-3-1,0-10-9], [22:0-2-5,Edge], [22:0-0-0,0-0-15], [32:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.33
0.15
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
23
23
22
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 175 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3 *Except*
12-32: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
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.
WEBS 1 Row at midpt 12-32
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 30-0-0.
(lb) - Max Horz 2=-28(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 34, 35, 36, 37, 38, 39, 31,
30, 29, 28, 27, 26, 25, 24, 22 except 40=-120(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 2, 41, 32, 33, 34, 35, 36, 37, 38,
39, 31, 30, 29, 28, 27, 26, 25, 22 except 40=414(LC 12), 24=335(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-40=-400/143
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 32, 34, 35, 36,
37, 38, 39, 31, 30, 29, 28, 27, 26, 25, 24, 22 except (jt=lb) 40=120.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 41, 32, 33, 34, 35, 36, 37, 38, 39, 40, 31,
30, 29, 28, 27, 26, 25, 24, 22.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
C
Truss Type
COMMON
Qty
7
Ply
1
EATON A
Job Reference (optional)
I29924969
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-P1saIG3RHoKxphEJOdn?9PLA6mVfbdJ3ZDR24jzExJn
Scale = 1:54.2
1
2
3
4
5
6
7
8
9
10
14 13 12 11
3x6
4x6
3x6
3x6 3x4
4x6
3x4
2x4
3x6
3x4
3x10
5x6
5x6
6-2-12
6-2-12
14-6-13
8-4-2
22-0-0
7-5-3
-1-11-4
1-11-4
4-8-15
4-8-15
10-4-13
5-7-14
16-0-10
5-7-14
22-0-0
5-11-6
23-11-4
1-11-4
1-10-18-9-41-0-78.00 12
Plate Offsets (X,Y)-- [9:0-8-0,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.45
0.51
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.24
0.03
(loc)
11-13
11-13
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 112 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-13,5-11: 2x4 SPF No.2
SLIDER Right 2x8 SP No.2 3-8-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-4 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)14=1000/0-3-8, 9=990/0-3-8
Max Horz 14=31(LC 4)
Max Uplift 14=-113(LC 4), 9=-113(LC 4)
Max Grav 14=1035(LC 8), 9=1027(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-1044/170, 5-7=-1145/172, 7-9=-1222/94, 2-14=-264/159
BOT CHORD 13-14=0/734, 11-13=0/553, 9-11=0/875
WEBS 5-13=-45/319, 5-11=-47/517, 7-11=-312/151, 3-14=-1021/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
14=113, 9=113.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
C1
Truss Type
COMMON
Qty
3
Ply
1
EATON A
Job Reference (optional)
I29924970
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-P1saIG3RHoKxphEJOdn?9PLALmVfbdS3ZDR24jzExJn
Scale = 1:53.6
1
2
3
4
5
6
7
8
12 11 10 9
2x8
4x6
3x6
3x6 3x4
4x6
3x4
2x4
3x4 3x10
5x6
5x6
6-2-12
6-2-12
14-6-13
8-4-2
22-0-0
7-5-3
4-8-15
4-8-15
10-4-13
5-7-14
16-0-10
5-7-14
22-0-0
5-11-6
23-11-4
1-11-4
1-10-18-9-41-0-78.00 12
Plate Offsets (X,Y)-- [7:0-8-0,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.43
0.51
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.24
0.03
(loc)
9-11
9-11
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 110 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-11,3-9: 2x4 SPF No.2
SLIDER Right 2x8 SP No.2 3-8-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-0 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)12=869/0-3-8, 7=996/0-3-8
Max Horz 12=-29(LC 4)
Max Uplift 12=-47(LC 4), 7=-114(LC 4)
Max Grav 12=956(LC 8), 7=1031(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1061/175, 3-5=-1152/174, 5-7=-1229/95
BOT CHORD 11-12=0/753, 9-11=0/561, 7-9=0/880
WEBS 3-11=-50/337, 3-9=-48/516, 5-9=-311/151, 2-12=-1010/12
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
7=114.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
CG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924971
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-tDQyVc4326SoRqpVxKIEhduKqAq5K4ZCotBbc9zExJm
Scale = 1:56.2
Sheet Front
Left Option 6-5-4
1 Ply 7/16" 4x8 OSB
1
2
3
4
5
6
7
8
9
10
14 13 12 11
4x6
3x6
3x6 3x4
2x8
4x6
3x4
3x6
3x4 3x10
5x6
5x6
5x6
5
-
1
-
4
6-2-12
6-2-12
6-5-4
0-2-8
14-6-13
8-1-9
22-0-0
7-5-3
-1-11-4
1-11-4
4-8-15
4-8-15
10-4-13
5-7-14
14-11-15
4-7-3
16-0-10
1-0-11
22-0-0
5-11-6
23-11-4
1-11-4
1-10-18-9-41-0-78.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-2-0,0-0-0], [9:0-8-0,0-0-4], [13:0-3-8,Edge], [34:0-1-9,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.51
0.56
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.24
0.03
(loc)
11-13
11-13
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 247 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-13,5-11: 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
SLIDER Right 2x8 SP No.2 3-8-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-4 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)14=1000/0-3-8, 9=990/0-3-8
Max Horz 14=31(LC 4)
Max Uplift 14=-113(LC 4), 9=-113(LC 4)
Max Grav 14=1035(LC 8), 9=1027(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-1044/170, 5-7=-1145/172, 7-9=-1222/94, 2-14=-264/159
BOT CHORD 13-14=0/734, 11-13=0/553, 9-11=0/875
WEBS 5-13=-45/319, 5-11=-47/517, 7-11=-312/151, 3-14=-1021/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
14=113, 9=113.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
D
Truss Type
COMMON
Qty
5
Ply
1
EATON A
Job Reference (optional)
I29924972
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-MQ_Kjx4hpPaf2_OhV2qTEqQSBZES3jJM0Xw98czExJl
Scale = 1:37.8
1
2
3
4
5
8 7 6
4x6
3x4 3x4 2x4
4x9 4x9
7-0-0
7-0-0
14-0-0
7-0-0
-1-11-4
1-11-4
7-0-0
7-0-0
14-0-0
7-0-0
15-11-4
1-11-4
1-3-55-11-51-3-58.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.66
0.30
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 50 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x6 SPF No.2 *Except*
3-7: 2x4 SPF Stud/No.3
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)8=672/0-5-8, 6=672/0-5-8
Max Uplift 8=-107(LC 4), 6=-107(LC 4)
Max Grav 8=673(LC 8), 6=673(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-581/71, 3-4=-581/71, 2-8=-603/155, 4-6=-603/155
BOT CHORD 7-8=0/348, 6-7=0/348
WEBS 3-7=0/267
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=107, 6=107.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
DG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924973
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-MQ_Kjx4hpPaf2_OhV2qTEqQVaZIS3jdM0Xw98czExJl
Scale = 1:34.2
Sheet Front
Full Sheathing
1 Ply 7/16" 4x8 OSB
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
2x8
4x6
2x8
14-0-0
14-0-0
-1-11-4
1-11-4
7-0-0
7-0-0
14-0-0
7-0-0
15-11-4
1-11-4
1-3-55-11-51-3-58.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.51
0.04
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.01
-0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 143 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 14-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=-124(LC 4),
14=-124(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=284(LC 6),
14=284(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-274/143, 12-14=-274/143
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 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 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22,
23, 18, 17, 16, 15 except (jt=lb) 24=124, 14=124.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
EG
Truss Type
QUEENPOST
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924974
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-qcYiwH5KajiWg8zu3lLim2zaqzYCoAJVFBgih2zExJk
Scale = 1:48.7
Sheet Back
Right Option 4-11-8
1 Ply 7/16" 4x8 OSB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
22 21 20
19 18 17 16 15
25
23
24
26
4x6
4x16 3x6 3x8
3x4
3x4
3x4
2x8 3-9-125-10-12
5-10-12
13-8-8
7-9-12
18-8-0
4-11-8
-1-11-4
1-11-4
2-6-15
2-6-15
5-10-12
3-3-13
9-3-13
3-5-1
9-4-0
0-0-3
18-8-0
9-4-0
20-7-4
1-11-4
1-3-57-6-01-3-58.00 12
Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [22:0-3-8,Edge], [22:0-0-0,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.86
0.39
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.15
0.01
(loc)
19-21
19-21
15
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 162 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
4-19: 2x4 SPF No.2, 2-22: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 23
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-10-8 except (jt=length) 22=0-3-8.
(lb) - Max Horz 22=2(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 22, 19 except 18=-154(LC 3),
16=-242(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 17, 16 except 22=685(LC 1),
19=714(LC 8), 15=504(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-583/43, 3-4=-528/47, 12-13=-257/12, 2-22=-619/116, 13-15=-431/39
BOT CHORD 21-22=0/351, 19-21=0/391
WEBS 4-25=-393/38, 23-25=-405/53, 23-24=-377/22, 24-26=-404/36, 19-26=-411/45,
9-19=-279/62
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 19 except
(jt=lb) 18=154, 16=242.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
EGR
Truss Type
FAN
Qty
1
Ply
2
EATON A
Job Reference (optional)
I29924975
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Io658d6yL1qNIIY4dTsxJFWqTNtnXSLfUrPGDUzExJj
Scale = 1:45.9
1
2
3
4
5
9 8 7 6101112131415161718
10x10
3x4
4x9
3x4
4x6
12x12
4x6
6x12 6x12
6-8-6
6-8-6
11-11-10
5-3-3
18-8-0
6-8-6
4-6-5
4-6-5
9-4-0
4-9-11
14-1-11
4-9-11
18-8-0
4-6-5
1-3-57-6-01-3-58.00 12
Plate Offsets (X,Y)-- [8:0-5-0,0-6-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.55
0.43
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.17
0.03
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 249 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP 2250F 1.8E
WEBS 2x4 SPF Stud/No.3 *Except*
1-9,5-6: 2x8 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)9=6340/0-3-8, 6=6217/0-3-8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2210/0, 2-3=-6333/0, 3-4=-6323/0, 4-5=-2221/0, 1-9=-1325/8, 5-6=-1331/8
BOT CHORD 8-9=0/4968, 7-8=0/4029, 6-7=0/4962
WEBS 2-8=-155/442, 3-8=0/3524, 3-7=0/3501, 4-7=-156/438, 2-9=-4317/0, 4-6=-4296/0
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, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1230 lb down at 7-2-12, 1230 lb
down at 9-2-12, 1230 lb down at 11-2-12, 1232 lb down at 13-2-12, and 1232 lb down at 15-2-12, and 1232 lb down at 17-2-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 6-9=-20, 1-3=-60, 3-5=-60
Concentrated Loads (lb)
Vert: 10=-1241 11=-1241 12=-1241 13=-1230(B) 14=-1230(B) 15=-1230(B) 16=-1232(B) 17=-1232(B) 18=-1232(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
F
Truss Type
SCISSOR
Qty
4
Ply
1
EATON A
Job Reference (optional)
I29924976
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Io658d6yL1qNIIY4dTsxJFWjYNpzXWPfUrPGDUzExJj
Scale = 1:26.6
1
2
3
4
5
6
7 8
4x6
3x6
5x9
3x6
7-2-0
7-2-0
14-4-0
7-2-0
-0-11-4
0-11-4
7-2-0
7-2-0
14-4-0
7-2-0
15-3-4
0-11-4
0-5-74-0-70-5-72-3-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-2-10,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.99
0.68
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.38
0.24
(loc)
2-6
2-6
4
l/defl
>999
>442
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=627/0-3-8, 4=627/0-3-8
Max Uplift 2=-125(LC 6), 4=-125(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1801/123, 3-4=-1801/123
BOT CHORD 2-6=-25/1611, 4-6=-25/1611
WEBS 3-6=0/1175
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 2, 4 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)
2=125, 4=125.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
FG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924977
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-m?gTLz7a6KyEvS7GAANArT26LnIjG59ojV9plxzExJi
Scale = 1:26.7
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
10
11
18
17
16
15
14
13
12
4x6
3x4
5x6
3x4
7-2-0
7-2-0
14-4-0
7-2-0
-0-11-4
0-11-4
7-2-0
7-2-0
14-4-0
7-2-0
15-3-4
0-11-4
0-5-74-0-70-5-72-3-86.00 12
4.00 12
Plate Offsets (X,Y)-- [9:0-0-0,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.09
0.07
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 45 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-4-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 16, 17, 14, 13 except 18=256(LC 12), 12=256(LC
12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18,
14, 13, 12.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15, 16, 17, 18, 14, 13, 12.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
FGR
Truss Type
COMMON
Qty
1
Ply
2
EATON A
Job Reference (optional)
I29924978
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-m?gTLz7a6KyEvS7GAANArT2_Gn7UGwwojV9plxzExJi
Scale = 1:25.9
1
2
3
4
5
6
7 8
9 10 11 12 13 14 154x9
4x6
4x9 9x14 MT18HS
2x4 2x4
7-2-0
7-2-0
14-4-0
7-2-0
4-9-10
4-9-10
7-2-0
2-4-6
9-6-6
2-4-6
14-4-0
4-9-10
0-5-74-0-70-5-76.00 12
Plate Offsets (X,Y)-- [1:0-4-8,0-1-11], [5:0-4-8,0-1-11], [6:0-7-0,0-6-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.61
0.79
0.76
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.30
0.03
(loc)
1-6
1-6
5
l/defl
>999
>566
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 146 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP 2250F 1.8E
WEBS 2x4 SPF Stud/No.3 *Except*
3-6: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=6027/0-3-8, 5=5161/0-3-8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7262/0, 2-3=-7087/0, 3-4=-7080/0, 4-5=-7240/0
BOT CHORD 1-6=0/6438, 5-6=0/6404
WEBS 3-6=0/6176
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: 2x8 - 2 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1309 lb down at 1-3-4, 1309 lb
down at 2-2-12, 1241 lb down at 3-3-4, 1241 lb down at 5-3-4, 1241 lb down at 7-3-4, 1241 lb down at 9-3-4, and 1241 lb down at
11-3-4, and 1241 lb down at 13-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 1-5=-20
Concentrated Loads (lb)
Vert: 6=-1241(B) 9=-1309(B) 10=-1309(B) 11=-1241(B) 12=-1241(B) 13=-1241(B) 14=-1241(B) 15=-1241(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
G
Truss Type
SPECIAL
Qty
16
Ply
1
EATON A
Job Reference (optional)
I29924979
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-EBErZJ8Cte45XciTktuPOgb9FBY1?Tdyx9uMHNzExJh
Scale: 1/2"=1’
2
3
4
5
61
7
6x6
3x6
4x6
2x8
3x8
4-7-4
4-7-4
13-11-8
9-4-4
4-7-4
4-7-4
11-3-14
6-8-10
13-10-0
2-6-2
13-11-8
0-1-8
0-5-43-11-22-5-101-5-82-11-21-0-03.00 12
Plate Offsets (X,Y)-- [6:0-4-7,0-1-7]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.53
0.45
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.49
0.12
(loc)
2
2-6
6
l/defl
>792
>328
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 66 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x8 SP No.2 *Except*
1-3: 2x8 SP 2250F 1.8E
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
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)1=540/0-9-4, 6=538/0-1-8
Max Horz 1=67(LC 6)
Max Uplift 1=-101(LC 6), 6=-114(LC 6)
Max Grav 1=561(LC 9), 6=621(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1091/266
BOT CHORD 2-6=-255/1096
WEBS 4-6=-1201/336
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Bearing at joint(s) 1, 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) except (jt=lb)
1=101, 6=114.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
GG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924980
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-EBErZJ8Cte45XciTktuPOgbB5Bbw?XYyx9uMHNzExJh
Scale: 1/2"=1’
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17
3x4
5x6
13-11-8
13-11-8
-0-11-4
0-11-4
13-11-8
13-11-8
0-5-43-11-23.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.41
0.26
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
0.06
0.00
(loc)
1
1
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 52 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
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.All bearings 13-11-8.
(lb) - Max Horz 2=46(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 12, 13, 14, 16 except
15=-203(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except
2=252(LC 9), 16=590(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-16=-411/163
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 12, 13, 14,
16 except (jt=lb) 15=203.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
GG1
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924981
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-iNnDmf8qeyDx9lHfIbPexu8PYaznk?E5ApewqpzExJg
Scale = 1:9.9
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
2x4
2x4 2x8
-0-11-4
0-11-4
3-11-8
3-11-8
0-5-41-5-23.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.24
0.16
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.03
0.00
(loc)
1
1
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=146/3-11-8, 2=216/3-11-8
Max Horz 2=21(LC 6)
Max Uplift 4=-38(LC 6), 2=-82(LC 6)
Max Grav 4=153(LC 9), 2=218(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
HG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924982
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-iNnDmf8qeyDx9lHfIbPexu8LJa?ek_s5ApewqpzExJg
Scale = 1:36.5
Sheet Front
Full Sheathing
1 Ply 7/16" 4x8 OSB
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
3x10
4x6
3x10
14-0-0
14-0-0
-1-11-4
1-11-4
7-0-0
7-0-0
14-0-0
7-0-0
15-11-4
1-11-4
1-0-75-8-71-0-78.00 12
Plate Offsets (X,Y)-- [12:0-5-12,0-1-8], [24:0-5-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.51
0.04
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.01
-0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 136 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 14-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=-106(LC 4),
14=-106(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=276(LC 6),
14=276(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-259/123, 12-14=-259/123
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 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 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22,
23, 18, 17, 16, 15 except (jt=lb) 24=106, 14=106.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
JG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924983
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-AaLbz?9SPFLomvsrsIxtT5gW3_LwTRREPTNTMFzExJf
Scale = 1:30.2
Sheet Front
Full Sheathing
1 Ply 7/16" 4x8 OSB
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
2x8
4x6
2x8
11-9-8
11-9-8
-1-11-4
1-11-4
5-10-12
5-10-12
11-9-8
5-10-12
13-8-12
1-11-4
1-3-55-2-81-3-58.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.51
0.04
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.01
-0.00
(loc)
11
11
12
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 112 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 11-9-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 15, 14, 13 except 20=-127(LC 4), 12=-127(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 15, 14, 13 except 20=266(LC 6), 12=266(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-254/145, 10-12=-254/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 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 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19,
15, 14, 13 except (jt=lb) 20=127, 12=127.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
K
Truss Type
MONO TRUSS
Qty
8
Ply
1
EATON A
Job Reference (optional)
I29924984
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-emv_BLA5AZTfO3Q1P0S60JDmxOg?CvkOd770uizExJe
Scale = 1:18.5
1
2
3
5 4
6 7
4x6
2x4
2x4
3x6
3-11-8
3-11-8
-0-11-4
0-11-4
3-11-8
3-11-8
0-4-73-0-21-3-83-0-28.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.18
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.01
(loc)
2-5
2-5
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=223/0-3-8, 7=120/0-1-8
Max Horz 2=72(LC 4)
Max Uplift 2=-44(LC 4), 7=-22(LC 4)
Max Grav 2=223(LC 1), 7=151(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Bearing at joint(s) 7 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) 7.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
KG
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924985
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-emv_BLA5AZTfO3Q1P0S60JDnFOh?Cv6Od770uizExJe
Scale = 1:18.5
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
6 5
2x4
2x4 2x4 2x4
2x4
-0-11-4
0-11-4
3-11-8
3-11-8
0-4-73-0-28.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.10
0.05
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
5
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=13/3-11-8, 2=156/3-11-8, 6=193/3-11-8
Max Horz 2=34(LC 4)
Max Uplift 5=-21(LC 5), 2=-42(LC 4), 6=-46(LC 4)
Max Grav 5=18(LC 4), 2=159(LC 6), 6=253(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
M
Truss Type
MONO TRUSS
Qty
3
Ply
1
EATON A
Job Reference (optional)
I29924986
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-emv_BLA5AZTfO3Q1P0S60JDkcOeaCvkOd770uizExJe
Scale = 1:12.6
1
2
3
5 4
6
7
8
4x6
2x4 2x4
3x6
4-11-8
4-11-8
-0-11-4
0-11-4
4-11-8
4-11-8
0-3-151-11-120-9-21-11-124.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.27
0.20
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.01
(loc)
2-5
2-5
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=262/0-3-8, 7=162/0-1-8
Max Horz 2=66(LC 6)
Max Uplift 2=-91(LC 6), 7=-43(LC 6)
Max Grav 2=265(LC 9), 7=173(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 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) 2, 7.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
N
Truss Type
MONO TRUSS
Qty
5
Ply
1
EATON A
Job Reference (optional)
I29924987
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-7yTMOgBjxtbW0D?EzjzLYWlwXo?9xM_XsnsaR8zExJd
Scale = 1:11.0
1
2
3
5 4
6
7
8
4x6
2x4
2x4
3x6
3-11-8
3-11-8
-0-11-4
0-11-4
3-11-8
3-11-8
0-3-151-7-120-9-21-7-124.00 12
Plate Offsets (X,Y)-- [6:0-3-0,0-0-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.12
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
2-5
2-5
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=223/0-3-8, 7=120/0-1-8
Max Horz 2=51(LC 6)
Max Uplift 2=-84(LC 6), 7=-28(LC 6)
Max Grav 2=225(LC 9), 7=128(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 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) 2, 7.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V1
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924988
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-7yTMOgBjxtbW0D?EzjzLYWlwRo_AxLYXsnsaR8zExJd
Scale = 1:36.5
1
2
3
4
5
6
7
11 10 9 83x4
3x6
3x4
2x4
2x4
5x6
2x4
2x4
2x4
2x4
2x4
17-3-5
17-3-5
8-7-10
8-7-10
17-3-5
8-7-10
5-9-28.00 12
Plate Offsets (X,Y)-- [4:0-3-0,Edge], [9:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.20
0.18
0.09
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: 58 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
7-9: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-3-5.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 11
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9, 10 except 8=420(LC 7), 11=421(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-8=-327/126, 2-11=-326/126
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V2
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924989
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-b91kc0BLhAjNeNaQXRUa5kI5aCLxgoGh5Rc7zazExJc
Scale = 1:29.0
1
2
3
4
5
8 7 63x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
13-9-5
13-9-5
6-10-10
6-10-10
13-9-5
6-10-10
4-7-28.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.08
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 43 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
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 13-9-5.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 6, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=375(LC 7), 8=375(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-6=-287/112, 2-8=-287/112
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V3
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924990
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-b91kc0BLhAjNeNaQXRUa5kI4zCLwgoMh5Rc7zazExJc
Scale = 1:22.2
1
2
3
4
5
7 62x4
3x6
2x4 2x4
2x4
2x4
2x4
10-3-5
10-3-5
5-1-10
5-1-10
10-3-5
5-1-10
3-5-28.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [3:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.28
0.08
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 10-3-5.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 6, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=333(LC 7), 7=334(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-6=-262/98, 2-7=-262/98
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V4
Truss Type
VALLEY
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924991
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-3Lb6pMCzSUrEFX9c58?pexrF0bhSPFzqK5LhV1zExJb
Scale = 1:16.3
1
2
3
4
2x4
4x6
2x4 2x4
6-9-5
6-9-5
3-4-10
3-4-10
6-9-5
3-4-10
2-3-28.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.26
0.13
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=124/6-9-5, 3=124/6-9-5, 4=216/6-9-5
Max Uplift 1=-28(LC 4), 3=-28(LC 4)
Max Grav 1=144(LC 7), 3=144(LC 7), 4=231(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V5
Truss Type
VALLEY
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924992
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-3Lb6pMCzSUrEFX9c58?pexrJUbh_PFUqK5LhV1zExJb
Scale = 1:8.2
1
2
3
2x4
3x6
2x4
3-3-5
3-3-5
1-7-10
1-7-10
3-3-5
1-7-10
1-1-28.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.04
0.09
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=92/3-3-5, 3=92/3-3-5
Max Uplift 1=-11(LC 4), 3=-11(LC 4)
Max Grav 1=104(LC 7), 3=104(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V6
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924993
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-3Lb6pMCzSUrEFX9c58?pexrGMbhIPFoqK5LhV1zExJb
Scale = 1:16.8
1
2
3
4
5
7 6
2x4
3x6
2x4 2x4
2x4
2x4
2x4
9-2-4
9-2-4
4-7-2
4-7-2
9-2-4
4-7-2
2-3-96.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [3:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.07
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 9-2-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-2-4.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=253(LC 9), 7=254(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7.
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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700456
Truss
V7
Truss Type
GABLE
Qty
1
Ply
1
EATON A
Job Reference (optional)
I29924994
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:27:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-XX9U1iDbDoz5tgkperW2A9NTm?228iQzYl5E1TzExJa
Scale = 1:8.4
1
2
3
4
2x4
4x6
2x4 2x4
4-6-4
4-6-4
2-3-2
2-3-2
4-6-4
2-3-2
1-1-96.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
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
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.07
0.04
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=66/4-6-4, 3=66/4-6-4, 4=130/4-6-4
Max Uplift 1=-26(LC 6), 3=-26(LC 6), 4=-18(LC 6)
Max Grav 1=69(LC 11), 3=69(LC 11), 4=132(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.