HomeMy WebLinkAboutTRUSSRe:
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.
Liu, Xuegang
Pages or sheets covered by this seal: I30032430 thru I30032509
My license renewal date for the state of Indiana is July 31, 2018.
1700473
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 C
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
June 2,2017
Job
1700473
Truss
A1
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032430
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-J4N5ntDiClSoUFOnaaFp_kuOZgIxw7HGfRELdYzAanF
Scale: 3/16"=1’
1
2
3
4
5
6
7 8
14 13 12 11 10 9
15 16
17
3x6
4x6
7x10 MT18HS
3x4
3x8
5x6
3x6
3x6
2x4 3x8
3x4
3x4 3x4
8-1-0
8-1-0
16-0-0
7-11-0
27-2-14
11-2-14
32-0-0
4-9-2
-1-3-4
1-3-4
8-1-0
8-1-0
16-0-0
7-11-0
21-7-7
5-7-7
27-2-14
5-7-7
32-0-0
4-9-2
0-6-63-1-39-10-63-1-37.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-5-5,0-1-2]
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
0.68
0.67
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.31
-0.85
0.09
(loc)
10-12
10-12
9
l/defl
>999
>448
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 137 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S 1650F 1.6E
WEBS 2x4 SPF Stud/No.3 *Except*
3-12,5-12,6-12: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 6-12, 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1266/0-3-8, 2=1355/0-3-8
Max Horz 2=34(LC 6)
Max Uplift 9=-82(LC 6), 2=-118(LC 6)
Max Grav 9=1441(LC 26), 2=1439(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2192/145, 3-5=-1562/174, 5-6=-1646/185, 6-7=-2657/198, 8-9=-253/42
BOT CHORD 2-14=-47/1754, 12-14=-47/1754, 10-12=-27/1698, 9-10=-46/2134
WEBS 3-14=0/319, 3-12=-769/140, 5-12=-63/1102, 6-12=-800/148, 6-10=-19/671,
7-10=-321/132, 7-9=-2531/86
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb)
2=118.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A2
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032431
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nGxT_DEKz2af6Pzz8Im2XxQYN4ezfcwPu5_vA_zAanE
Scale: 3/16"=1’
1 2
3
4
5
6
7
8
15 14 13 12 11 10 9
16
17
18
19
20
21
3x6
4x6
7x10 MT18HS
6x6
4x6
5x6
3x4
3x6
2x4 3x8 3x6 3x6 3x4 3x4
8-1-0
8-1-0
16-0-0
7-11-0
22-8-1
6-8-1
26-7-6
3-11-6
32-0-0
5-4-10
-1-3-4
1-3-4
8-1-0
8-1-0
16-0-0
7-11-0
22-8-1
6-8-1
26-7-6
3-11-6
32-0-0
5-4-10
0-6-65-9-39-10-62-10-05-9-37.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-4-6,0-1-3], [8:Edge,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
0.97
0.70
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.35
0.08
(loc)
2-15
2-15
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 145 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-13,5-13,6-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-1-8 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 6-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1355/0-3-8, 9=1266/0-3-8
Max Horz 2=34(LC 6)
Max Uplift 2=-120(LC 6), 9=-79(LC 6)
Max Grav 2=1433(LC 12), 9=1523(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2183/144, 3-5=-1520/184, 5-6=-1575/183, 6-7=-1742/170, 7-8=-1450/128,
8-9=-1471/107
BOT CHORD 2-15=-45/1745, 13-15=-45/1745, 11-13=-24/1665, 10-11=0/1109
WEBS 3-15=0/351, 3-13=-778/128, 5-13=-50/963, 6-13=-738/114, 6-11=-689/104,
7-11=-50/959, 7-10=-450/62, 8-10=-18/1181
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb)
2=120.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A3
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032432
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-FSUrBZFykMiWkZX9h?HH49zlmUx1O3ZZ6ljSiQzAanD
Scale: 3/16"=1’
1 2
3
4
5
6
7
8
9
15 14 13 12 11 10
16 17
18
19
3x6
4x6
7x10 MT18HS
4x6
2x8
5x6
4x6
3x6
2x4 3x8 3x8
3x4
3x6 3x6
8-1-0
8-1-0
18-1-3
10-0-3
22-0-9
3-11-6
32-0-0
9-11-7
-1-3-4
1-3-4
8-1-0
8-1-0
16-0-0
7-11-0
18-1-3
2-1-3
22-0-9
3-11-6
26-10-8
4-10-0
32-0-0
5-1-8
0-6-68-5-39-10-62-10-08-5-37.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-4-5,0-1-3]
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
0.86
0.84
0.55
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.26
-0.67
0.09
(loc)
10-11
10-11
10
l/defl
>999
>567
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 156 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-15,8-11,9-10,8-10: 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-1-15 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 6-13, 6-11, 8-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1355/0-3-8, 10=1266/0-3-8
Max Horz 2=34(LC 6)
Max Uplift 2=-121(LC 6), 10=-77(LC 6)
Max Grav 2=1427(LC 12), 10=1561(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2182/141, 3-5=-1413/183, 5-6=-1569/226, 6-7=-1235/175, 7-8=-1519/174,
9-10=-281/66
BOT CHORD 2-15=-43/1744, 13-15=-43/1744, 11-13=0/1218, 10-11=-16/1117
WEBS 3-15=0/403, 3-13=-847/122, 5-13=-108/1145, 6-13=-705/128, 6-11=-395/22,
7-11=-2/389, 8-10=-1594/88
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
2=121.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A4
Truss Type
COMMON
Qty
4
Ply
1
EATON C
Job Reference (optional)
I30032433
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-jf2DPuFbVgqNLi6MFjpWcMWyNuI17XpiLPT?EszAanC
Scale = 1:64.8
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
16 173x4
4x6
3x8
5x6
4x6 3x4
2x4
3x4
3x8
3x6
3x6 3x4
4x6
3x4
8-0-10
8-0-10
17-11-11
9-11-1
24-10-1
6-10-7
32-0-0
7-1-15
-1-3-4
1-3-4
6-1-4
6-1-4
12-0-7
5-11-4
17-11-11
5-11-4
24-10-1
6-10-7
32-0-0
7-1-15
0-6-611-0-32-10-07.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3]
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
0.74
0.79
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.57
0.07
(loc)
13-15
13-15
10
l/defl
>999
>671
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 146 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*
5-13,6-13,8-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-13, 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=1355/0-3-8, 10=1266/Mechanical
Max Horz 2=34(LC 6)
Max Uplift 2=-118(LC 6), 10=-71(LC 6)
Max Grav 2=1443(LC 12), 10=1391(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2242/140, 3-5=-2102/183, 5-6=-1359/196, 6-8=-1374/193, 8-9=-1486/137,
9-10=-1323/109
BOT CHORD 2-15=-60/1810, 13-15=0/1384, 11-13=0/1143
WEBS 3-15=-326/133, 5-15=-1/562, 5-13=-691/144, 6-13=-85/900, 8-13=-278/110,
8-11=-275/86, 9-11=-8/1173
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=118.
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.
June 2,2017
Job
1700473
Truss
A4T
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032434
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CrcbcEGDGzyEzshYpQKl9a27BIeTsufsa3CZmJzAanB
Scale = 1:71.2
1 2
3
4 5
6
7
8
9
10
18
17 16
15 14 13 12 11
19 203x4
4x6
3x8
6x12
2x4
3x8
6x10
2x4
2x4 3x4 6x10
3x6
3x6
3x6 3x4
4x6
4x12
0-11-7
0-11-7
4-7-0
3-7-9
9-9-8
5-2-8
17-11-11
8-2-3
24-10-1
6-10-7
32-0-0
7-1-15
-1-3-4
1-3-4
4-7-0
4-7-0
9-9-8
5-2-8
13-10-9
4-1-1
17-11-11
4-1-1
24-10-1
6-10-7
32-0-0
7-1-15
0-6-611-0-32-10-01-0-07.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-8-5,0-1-3], [2:0-0-8,0-2-10], [14:0-4-8,0-3-0], [16:0-4-8,0-2-4], [17:0-4-8,0-0-0]
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
0.74
0.77
0.83
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.56
0.15
(loc)
14-15
14-15
11
l/defl
>999
>686
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 173 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*
3-18: 2x6 SPF No.2, 6-14,7-14,9-14: 2x4 SPF No.2
WEDGE
Left: 2x8 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-14, 9-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1345/0-3-8, 11=1272/Mechanical
Max Horz 2=37(LC 6)
Max Uplift 2=-116(LC 6), 11=-73(LC 6)
Max Grav 2=1438(LC 12), 11=1397(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3080/182, 3-4=-2338/171, 4-6=-2385/265, 6-7=-1345/206, 7-9=-1382/195,
9-10=-1495/139, 10-11=-1330/110
BOT CHORD 2-18=-29/683, 16-17=-129/3037, 12-14=0/1151
WEBS 3-17=0/456, 4-16=-374/134, 3-16=-1210/116, 14-16=0/1257, 6-16=-110/1164,
6-14=-825/139, 7-14=-103/954, 9-14=-278/110, 9-12=-276/88, 10-12=-10/1182,
2-17=-89/1947
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) 11 except (jt=lb)
2=116.
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.
June 2,2017
Job
1700473
Truss
A5
Truss Type
COMMON
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032435
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CrcbcEGDGzyEzshYpQKl9a23GIfMs0esa3CZmJzAanB
Scale = 1:59.8
1
2
3
4
5
6
7
8
13 12 11 10 9
14 15
3x6
4x6
3x10
5x6 3x4 3x8
3x6
2x4
3x6
2x4
5x6 3x4
8-1-0
8-1-0
16-0-0
7-11-0
23-11-0
7-11-0
32-0-0
8-1-0
-1-3-4
1-3-4
8-1-0
8-1-0
16-0-0
7-11-0
23-11-0
7-11-0
32-0-0
8-1-0
0-6-69-10-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-5-0,0-2-12], [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
0.99
0.72
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.38
0.11
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 123 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
1-4,6-8: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-9,3-13: 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 7-11, 3-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1359/0-3-8, 8=1270/Mechanical
Max Horz 2=23(LC 6)
Max Uplift 2=-118(LC 6), 8=-71(LC 6)
Max Grav 2=1447(LC 12), 8=1394(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2210/142, 3-5=-1546/180, 5-7=-1546/181, 7-8=-2201/145
BOT CHORD 2-13=-33/1766, 11-13=-33/1766, 9-11=-39/1784, 8-9=-39/1784
WEBS 5-11=-48/982, 7-11=-802/138, 7-9=0/355, 3-11=-781/130, 3-13=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) 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) 8 except (jt=lb)
2=118.
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.
June 2,2017
Job
1700473
Truss
A5T
Truss Type
SPECIAL
Qty
3
Ply
1
EATON C
Job Reference (optional)
I30032436
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8DkM1wITobDyCArxwrMDE?8Pv5JkKpV81NhgrBzAan9
Scale = 1:65.2
1 2
3
4
5
6
7
8
9
16
15 14
13 12 11 10
17 18
3x6
3x10
5x6
3x8
4x12
4x16
6x10
2x4
2x4 3x4 4x9
5x9
3x6
2x4
5x6
4-7-0
4-7-0
9-9-8
5-2-8
16-0-0
6-2-8
23-11-0
7-11-0
32-0-0
8-1-0
-1-3-4
1-3-4
4-7-0
4-7-0
9-9-8
5-2-8
16-0-0
6-2-8
23-11-0
7-11-0
32-0-0
8-1-0
0-6-69-10-60-6-61-0-07.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-5-0,0-2-12], [9:0-6-0,0-1-3], [9:0-1-0,0-0-9], [14:0-3-8,0-2-8]
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
0.98
0.79
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.39
0.18
(loc)
9-10
9-10
9
l/defl
>999
>977
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 149 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
7-9: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-16: 2x10 SP No.2, 6-14,6-12,8-12: 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.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1357/0-3-8, 9=1269/Mechanical
Max Horz 2=23(LC 6)
Max Uplift 2=-119(LC 6), 9=-72(LC 6)
Max Grav 2=1445(LC 12), 9=1393(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2296/138, 3-5=-2317/168, 5-6=-2414/293, 6-8=-1544/182, 8-9=-2200/147
BOT CHORD 2-16=-67/1856, 14-15=-107/2971, 10-12=-40/1784, 9-10=-40/1784
WEBS 5-14=-471/168, 3-14=-1147/102, 12-14=0/1058, 6-14=-154/1321, 6-12=0/441,
8-12=-806/139, 8-10=0/355
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) 9 except (jt=lb)
2=119.
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.
June 2,2017
Job
1700473
Truss
A5V
Truss Type
SPECIAL
Qty
6
Ply
1
EATON C
Job Reference (optional)
I30032437
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-8DkM1wITobDyCArxwrMDE?8Qa5IwKrD81NhgrBzAan9
Scale = 1:59.4
1
2 3
4
5
6
7
8
15
14 13
12
11 10 9
176x12 MT18HS
5x9
4x9
4x9
2x4
6x8
7x12 5x6
10x12 3x6
2x4
5x6
3x6
5x6
2-0-0
2-0-0
3-0-0
1-0-0
8-10-4
5-10-4
14-8-8
5-10-4
15-8-8
1-0-0
23-7-8
7-11-0
31-8-8
8-1-0
2-0-0
2-0-0
8-10-4
6-10-4
15-8-8
6-10-4
23-7-8
7-11-0
31-8-8
8-1-0
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], [3:0-0-4,0-3-4], [3:0-1-12,0-1-12], [4:0-5-0,0-3-0], [6:0-4-8,Edge], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3],
[11:0-1-4,0-1-4], [16:0-1-12,0-1-12]
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
0.94
0.84
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.30
-0.79
0.56
(loc)
3-14
3-14
8
l/defl
>999
>477
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 158 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
1-4: 2x8 SP 2250F 1.8E, 6-8: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2 *Except*
3-16: 2x4 SP No.3
WEBS 2x4 SPF Stud/No.3 *Except*
5-11,7-12: 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 5-11, 4-13, 7-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1247/Mechanical, 8=1259/0-3-8
Max Uplift 1=-80(LC 6), 8=-72(LC 6)
Max Grav 1=1369(LC 11), 8=1382(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-949/73, 2-3=-367/58, 3-4=-2583/158, 4-5=-1836/182, 5-7=-1577/186,
7-8=-2173/144
BOT CHORD 3-14=-38/2306, 13-14=-35/2313, 12-13=0/1525, 8-9=-38/1756
WEBS 5-12=-576/0, 4-14=0/310, 4-13=-1147/136, 5-13=0/1681, 9-12=-34/1623, 7-12=-724/128,
7-9=0/316
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) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) 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) 1, 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.
June 2,2017
Job
1700473
Truss
A6
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032438
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cQIkFGI5YuLpqKQ7UZtSnCgccVhQ3JAIG1RDNezAan8
Scale = 1:62.9
1
2
3
4
5
6
7
8
9
10 11
17 16 15 14 13 12
18 19
20
21
22
3x10
4x9
5x10 MT18HS
6x6
3x4
3x6
3x4
3x4
3x4 3x4
2x4
5x9 3x4
3x6
2x4
5x6
3x4
8-2-11
8-2-11
16-6-14
8-4-3
20-3-7
3-8-9
25-10-15
5-7-8
31-8-8
5-9-9
6-10-6
6-10-6
13-10-3
6-11-14
16-6-14
2-8-10
20-3-7
3-8-9
25-10-15
5-7-8
31-8-8
5-9-9
32-11-12
1-3-4
0-8-76-11-138-9-60-6-66-11-137.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-0], [6:0-5-14,0-1-2], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3]
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
0.86
0.69
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.35
0.10
(loc)
15-17
15-17
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 145 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
4-5,1-4: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-17,5-15: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud/No.3
SLIDER Left 2x4 SPF Stud/No.3 3-10-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (4-5-1 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1261/0-3-8, 10=1349/0-3-8
Max Horz 1=-23(LC 6)
Max Uplift 1=-74(LC 6), 10=-123(LC 6)
Max Grav 1=1367(LC 12), 10=1742(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-2112/158, 3-5=-2041/239, 5-6=-1994/237, 6-7=-1688/181, 7-9=-1985/177,
9-10=-2609/140
BOT CHORD 1-17=-32/1703, 15-17=0/1194, 13-15=0/1508, 12-13=-30/2085, 10-12=-30/2085
WEBS 3-17=-422/179, 5-17=-76/699, 5-15=-87/1225, 6-15=-1161/160, 7-15=0/326, 7-13=0/446,
9-13=-678/79, 9-12=0/253
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
10=123.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A7
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032439
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4cs6ScJjJCTgSU?J2GOhJQDn9v0coo7RVhAmv4zAan7
Scale = 1:60.3
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
16
17 18
19
20
21
3x4
4x6
7x10 MT18HS
6x6
5x6 3x4
3x6
2x4 3x8 3x4 2x4
5x6 4x6
7-1-14
7-1-14
14-1-11
6-11-14
21-5-3
7-3-8
25-1-13
3-8-9
32-0-0
6-10-3
-1-3-4
1-3-4
7-1-14
7-1-14
14-1-11
6-11-14
21-5-3
7-3-8
25-1-13
3-8-9
32-0-0
6-10-3
33-3-4
1-3-4
0-6-64-3-138-9-60-6-64-3-137.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-5-3,0-1-3], [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
0.87
0.76
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.39
0.12
(loc)
11-13
11-13
8
l/defl
>999
>986
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 136 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6,7-9: 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-13,6-13: 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 2-2-0 oc purlins, except
2-0-0 oc purlins (3-1-15 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 6-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1353/0-3-8, 8=1353/0-3-8
Max Uplift 2=-119(LC 6), 8=-123(LC 6)
Max Grav 2=1431(LC 12), 8=1733(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2210/140, 3-5=-1672/176, 5-6=-1783/168, 6-7=-2582/185, 7-8=-2475/138
BOT CHORD 2-15=-17/1779, 13-15=-17/1779, 11-13=-48/2537, 10-11=-16/1944, 8-10=-14/1950
WEBS 3-15=0/299, 3-13=-650/110, 5-13=-39/1108, 6-13=-1430/143, 6-11=-577/102,
7-11=-43/874
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=119, 8=123.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A8
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032440
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-YoPUgyKL4WbX3daVczwwsdmyEJMiXCubjLwKSWzAan6
Scale = 1:60.3
1
2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17
18
19
20
3x4
4x6
7x10 MT18HS
4x6
5x6 3x4
3x6
2x4 3x8
3x8
4x6 3x6
5x6 4x6
7-1-14
7-1-14
14-1-11
6-11-14
22-4-6
8-2-10
26-0-15
3-8-9
32-0-0
5-11-1
-1-3-4
1-3-4
7-1-14
7-1-14
14-1-11
6-11-14
18-3-1
4-1-5
22-4-6
4-1-5
26-0-15
3-8-9
32-0-0
5-11-1
33-3-4
1-3-4
0-6-63-9-58-9-60-6-63-9-57.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-4-1,0-1-2], [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
0.85
0.71
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.49
0.12
(loc)
12-14
12-14
9
l/defl
>999
>781
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 135 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
8-10: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-14: 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 2-2-0 oc purlins, except
2-0-0 oc purlins (3-11-3 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-14, 6-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1353/0-3-8, 9=1353/0-3-8
Max Uplift 2=-119(LC 6), 9=-124(LC 6)
Max Grav 2=1432(LC 12), 9=1725(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2215/141, 3-5=-1682/174, 5-6=-1736/186, 6-7=-3321/252, 7-8=-2029/151,
8-9=-2523/138
BOT CHORD 2-16=-19/1785, 14-16=-19/1785, 12-14=0/1893, 11-12=-54/2767, 9-11=-25/2008
WEBS 3-16=0/294, 3-14=-663/117, 5-14=-83/1313, 6-14=-1073/138, 6-12=-92/1513,
7-12=-1158/157, 7-11=-1084/39, 8-11=0/867
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=119, 9=124.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A9
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032441
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-0?zttIL_rpjOhn9i9hR9OrI54ifNGeDky_ft_zzAan5
Scale = 1:63.0
1
2
3
4
5
6
7
8
9 10 11
17 16 15 14 13 12
18
19
20
21
22
3x4
4x6
10x10
7x12 4x6
6x6
3x6 3x4
2x4
2x4
5x9 4x9 5x9
3x4
3x8
3x6
8-11-15
8-11-15
18-3-12
9-3-13
26-7-13
8-4-1
30-4-6
3-8-9
30-4-8
0-0-2
32-0-0
1-7-8
-1-3-4
1-3-4
7-1-14
7-1-14
14-1-11
6-11-14
18-3-12
4-2-1
22-5-13
4-2-1
26-7-13
4-2-1
30-4-6
3-8-9
32-0-0
1-7-10
33-3-4
1-3-4
0-6-61-3-58-9-60-6-61-3-57.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [2:Edge,0-3-2], [10:0-2-5,Edge], [10:0-0-0,0-0-11], [13:0-3-8,0-2-0]
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
0.93
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.31
-0.74
0.12
(loc)
13-15
13-15
12
l/defl
>999
>492
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 138 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
7-8: 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
10-14: 2x4 SPF-S 1650F 1.6E
WEBS 2x4 SPF Stud/No.3 *Except*
5-17,5-15,7-13,8-12: 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, except
2-0-0 oc purlins (6-0-0 max.): 8-9.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 8-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1293/0-3-8, 12=1416/0-3-8
Max Horz 2=1(LC 7)
Max Uplift 2=-111(LC 6), 12=-171(LC 6)
Max Grav 2=1375(LC 12), 12=1757(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2082/139, 3-5=-1958/204, 5-6=-2323/225, 6-7=-2288/145, 7-8=-5270/162,
9-10=-135/363
BOT CHORD 2-17=-17/1675, 15-17=0/1194, 13-15=-42/2551, 12-13=-59/4676, 10-12=-265/149
WEBS 3-17=-460/175, 5-17=-52/733, 5-15=-78/1377, 6-15=-448/108, 7-15=-949/111,
7-13=-5/2530, 8-13=-1678/90, 8-12=-4887/197, 9-12=-380/121
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) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=111, 12=171.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
A51
Truss Type
COMMON
Qty
3
Ply
1
EATON C
Job Reference (optional)
I30032442
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-g1A_qaHr1H45b0GkN8r_hnbFFh0wbU2?ojy6JlzAanA
Scale = 1:60.5
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15 16
3x8
4x6
3x8
5x6 3x4 3x8
3x6
2x4
3x6
2x4
5x6 3x4
8-1-0
8-1-0
16-0-0
7-11-0
23-11-0
7-11-0
32-0-0
8-1-0
-1-3-4
1-3-4
8-1-0
8-1-0
16-0-0
7-11-0
23-11-0
7-11-0
32-0-0
8-1-0
33-3-4
1-3-4
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
0.91
0.70
0.31
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.36
0.11
(loc)
8-10
2-14
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 125 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=1353/0-3-8, 8=1353/0-3-8
Max Uplift 2=-117(LC 6), 8=-117(LC 6)
Max Grav 2=1442(LC 12), 8=1442(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2199/138, 3-5=-1535/177, 5-7=-1535/177, 7-8=-2199/138
BOT CHORD 2-14=-7/1763, 12-14=-7/1763, 10-12=-7/1763, 8-10=-7/1763
WEBS 5-12=-42/964, 7-12=-777/129, 7-10=0/350, 3-12=-777/129, 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=117, 8=117.
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.
June 2,2017
Job
1700473
Truss
AGR
Truss Type
HIP
Qty
1
Ply
2
EATON C
Job Reference (optional)
I30032443
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zN5dIzMENRz5w5I4H6TdTGNcPWTwkf21PI8_2rzAan3
Scale = 1:57.1
1
2
3
4
5
6 7 8
9
10
11
20 19 18 17 16 15 14 13 12
21
22
23 24 25 26 27 28 29 30 31 32
3x4
6x6 6x6
3x6 3x6 4x6
3x6
2x4 3x4
3x6
3x4 3x8
2x4
3x4
3x6
3x4
3x6
2x4 4x6
4-1-6
4-1-6
7-9-4
3-7-14
11-5-2
3-7-14
16-0-0
4-6-14
20-6-14
4-6-14
24-2-12
3-7-14
27-10-10
3-7-14
32-0-0
4-1-6
-1-3-4
1-3-4
4-1-6
4-1-6
7-9-4
3-7-14
11-5-2
3-7-14
16-0-0
4-6-14
20-6-14
4-6-14
24-2-12
3-7-14
27-10-10
3-7-14
32-0-0
4-1-6
0-6-66-11-147-2-60-6-66-11-147.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [11:0-3-4,0-1-8]
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-S
0.28
0.42
0.23
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.18
0.06
(loc)
14-16
14-16
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 351 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)11=2168/0-3-8, 2=2242/0-3-8
Max Horz 2=26(LC 6)
Max Uplift 11=-369(LC 6), 2=-411(LC 6)
Max Grav 11=2571(LC 18), 2=2685(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4341/650, 3-4=-3809/651, 4-6=-3240/623, 6-7=-2976/622, 7-8=-2976/622,
8-9=-3279/637, 9-10=-3851/667, 10-11=-4394/674
BOT CHORD 2-20=-500/3563, 19-20=-500/3563, 18-19=-450/3203, 16-18=-368/2717, 14-16=-380/2750,
13-14=-463/3242, 12-13=-523/3614, 11-12=-523/3614
WEBS 3-20=0/252, 3-19=-438/61, 4-19=-68/560, 4-18=-772/131, 6-18=-150/973,
6-16=-112/675, 7-16=-682/121, 8-16=-91/620, 8-14=-175/1043, 9-14=-780/133,
9-13=-70/557, 10-13=-453/73, 10-12=0/259
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; 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) 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.
7) Provide adequate drainage to prevent water ponding.
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)
11=369, 2=411.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
AGR
Truss Type
HIP
Qty
1
Ply
2
EATON C
Job Reference (optional)
I30032443
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:50 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zN5dIzMENRz5w5I4H6TdTGNcPWTwkf21PI8_2rzAan3
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 43 lb up at 3-5-14, 125 lb down and 44 lb up at
5-5-14, 125 lb down and 47 lb up at 7-5-14, 125 lb down and 50 lb up at 9-5-14, 125 lb down and 52 lb up at 11-5-14, 125 lb down and 52 lb up at 13-5-14, 125 lb down
and 52 lb up at 15-5-14, 125 lb down and 52 lb up at 17-5-14, 125 lb down and 52 lb up at 19-5-14, 125 lb down and 52 lb up at 20-6-2, 125 lb down and 50 lb up at
22-6-2, 125 lb down and 47 lb up at 24-6-2, and 125 lb down and 44 lb up at 26-6-2, and 146 lb down and 43 lb up at 28-6-2 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: 1-6=-60, 6-8=-60, 8-11=-60, 2-11=-20
Concentrated Loads (lb)
Vert: 19=-125(F) 18=-125(F) 14=-125(F) 13=-125(F) 23=-146(F) 24=-125(F) 25=-125(F) 26=-125(F) 27=-125(F) 28=-125(F) 29=-125(F) 30=-125(F) 31=-125(F)
32=-146(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
Job
1700473
Truss
B
Truss Type
SPECIAL
Qty
6
Ply
1
EATON C
Job Reference (optional)
I30032444
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0TwdAwimT?xAeyuXbHzAan2
Scale = 1:60.3
1
2
3
4
5
6
7
8
9 10
14 13 12 11
15 16
3x4
4x6
3x4
3x10
6x8
6x12 3x4
2x4
5x6
3x6 3x4
2x4
6x6
3-3-8
3-3-8
12-1-11
8-10-3
20-11-13
8-10-3
30-0-0
9-0-3
-1-3-4
1-3-4
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
31-3-4
1-3-4
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], [2:0-0-2,Edge], [9:0-1-0,0-0-9], [9:0-6-0,0-1-3], [9:Edge,0-3-2]
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
0.91
0.83
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.74
0.23
(loc)
13-14
13-14
9
l/defl
>999
>485
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 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=1273/0-3-8, 9=1273/0-3-8
Max Horz 2=28(LC 6)
Max Uplift 2=-113(LC 6), 9=-112(LC 6)
Max Grav 2=1354(LC 12), 9=1355(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3969/151, 3-4=-3824/263, 4-6=-1883/194, 6-8=-1914/206, 8-9=-2040/142
BOT CHORD 2-14=-98/3413, 13-14=-18/1772, 11-13=0/1082, 9-11=-19/1640
WEBS 4-14=-112/1833, 4-13=-694/170, 6-13=-40/879, 6-11=-56/721, 8-11=-458/173
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=113, 9=112.
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.
June 2,2017
Job
1700473
Truss
BD
Truss Type
MONO TRUSS
Qty
9
Ply
1
EATON C
Job Reference (optional)
I30032445
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0Twm9wtxT9uAeyuXbHzAan2
Scale = 1:20.9
1
2
3
5 4
6 7
4x6
2x4 3x4
2x8
3x4
3-11-8
3-11-8
-1-7-12
1-7-12
3-10-0
3-10-0
3-11-8
0-1-8
0-6-63-2-11-3-83-2-18.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,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
0.34
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: 17 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
WEDGE
Left: 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 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=280/0-3-8, 7=107/0-3-8
Max Horz 2=93(LC 4)
Max Uplift 2=-79(LC 4), 7=-13(LC 4)
Max Grav 2=296(LC 6), 7=148(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 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.
June 2,2017
Job
1700473
Truss
BDGR
Truss Type
MONO TRUSS
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032446
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0Twe6wuST8qAeyuXbHzAan2
Scale = 1:21.9
1
2
3
6
5 4
7 8
4x9
4x6
2x4
4x6
3x4
2-5-2
2-5-2
-3-9-5
3-9-5
2-5-2
2-5-2
1-7-93-0-151-3-83-0-157.16 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-8,0-2-0]
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-P
0.85
0.01
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.01
(loc)
5
5
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=535/0-7-13, 8=-144/0-3-8
Max Horz 6=87(LC 5)
Max Uplift 6=-269(LC 4), 8=-319(LC 6)
Max Grav 6=794(LC 6), 8=114(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-777/279
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 16.8 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) 8 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
6=269, 8=319.
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.
June 2,2017
Job
1700473
Truss
BGR
Truss Type
SPECIAL
Qty
1
Ply
2
EATON C
Job Reference (optional)
I30032447
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u?5ajOaxyAT6GNefAzAan0
Scale = 1:56.6
1
2
3
4
5
6 7 8
9
10
11
12
19 18 17 16 15 14 13
20
21 22
23
24 25 26 27 28 29 30 31 32 33
3x4
6x6 6x6
3x4
4x9 10x10 4x6
3x6
4x6
3x6
3x4
2x4
3x8
3x4
3x6
2x4
3x6
3-3-8
3-3-8
7-10-11
4-7-3
12-5-14
4-7-3
15-10-5
3-4-6
19-2-11
3-4-6
24-4-10
5-1-15
30-0-0
5-7-6
-1-3-4
1-3-4
3-3-8
3-3-8
7-10-11
4-7-3
12-5-14
4-7-3
15-10-5
3-4-6
19-2-11
3-4-6
24-4-10
5-1-15
30-0-0
5-7-6
31-3-4
1-3-4
0-6-67-7-57-9-130-6-61-0-06-7-57.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-1,0-1-2], [11:0-3-4,0-1-8]
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-S
0.41
0.80
0.46
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.30
0.16
(loc)
18-19
18-19
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 316 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=2034/0-3-8, 11=2065/0-3-8
Max Horz 2=28(LC 6)
Max Uplift 2=-364(LC 6), 11=-401(LC 6)
Max Grav 2=2493(LC 18), 11=2566(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7572/1010, 3-4=-4519/698, 4-6=-3269/588, 6-7=-2770/558, 7-8=-2770/558,
8-10=-3140/576, 10-11=-4007/625
BOT CHORD 2-19=-846/6528, 18-19=-775/5958, 17-18=-499/3842, 16-17=-323/2699, 14-16=-315/2578,
13-14=-441/3274, 11-13=-441/3274
WEBS 3-19=-224/2090, 3-18=-2184/286, 4-18=-121/1074, 4-17=-1457/224, 6-17=-178/1198,
6-16=-61/358, 7-16=-549/92, 8-16=-78/539, 8-14=-151/866, 10-14=-817/148,
10-13=-34/419
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
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) 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.
7) Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=364, 11=401.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
BGR
Truss Type
SPECIAL
Qty
1
Ply
2
EATON C
Job Reference (optional)
I30032447
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u?5ajOaxyAT6GNefAzAan0
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 51 lb up at 4-6-11, 115 lb down and 42 lb up at
6-6-11, 112 lb down and 45 lb up at 8-6-11, 112 lb down and 49 lb up at 10-6-11, 112 lb down and 51 lb up at 12-6-11, 112 lb down and 51 lb up at 14-6-11, 112 lb
down and 51 lb up at 16-6-11, 112 lb down and 51 lb up at 18-6-11, 112 lb down and 51 lb up at 19-1-15, 112 lb down and 49 lb up at 21-1-15, 112 lb down and 45 lb
up at 23-1-15, and 115 lb down and 42 lb up at 25-1-15, and 109 lb down and 53 lb up at 27-1-15 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: 1-6=-60, 6-8=-60, 8-12=-60, 2-19=-20, 11-19=-20
Concentrated Loads (lb)
Vert: 15=-112(F) 17=-112(F) 14=-112(F) 24=-205(F) 25=-115(F) 26=-112(F) 27=-112(F) 28=-112(F) 29=-112(F) 30=-112(F) 31=-112(F) 32=-115(F) 33=-109(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
Job
1700473
Truss
C
Truss Type
HIP
Qty
7
Ply
1
EATON C
Job Reference (optional)
I30032448
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u??ojS7x1sT6GNefAzAan0
Scale = 1:67.3
1
2
3 4 5
6
7
8
13 12 11 10 9
4x6 4x6
3x6
2x4 3x4 3x8
3x4
6x10
2x4
7x10 MT18HS
3x8
5-11-4
5-11-4
15-3-12
9-4-8
22-0-0
6-8-4
-1-7-12
1-7-12
5-11-4
5-11-4
10-7-8
4-8-4
15-3-12
4-8-4
22-0-0
6-8-4
23-7-12
1-7-12
4-1-012-0-03-1-012-0-016.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-3-2,0-2-0], [5:0-3-2,0-2-0], [7:0-3-0,0-2-5]
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
0.78
0.51
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.32
0.01
(loc)
10-12
10-12
9
l/defl
>999
>810
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 144 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-13,2-12,7-10: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-12, 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)13=976/0-3-8, 9=976/0-3-8
Max Horz 13=-2(LC 4)
Max Uplift 13=-109(LC 4), 9=-117(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-737/203, 3-4=-437/203, 4-5=-466/202, 5-7=-793/182, 2-13=-933/135,
7-9=-922/147
BOT CHORD 10-12=0/396
WEBS 5-10=-14/261, 2-12=0/365, 7-10=0/324
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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=109, 9=117.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
C1
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032449
8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:27:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-i2fkpFhpUnoiR_DZd02oVEtb?TwjY8xX?nUqJbzAKu9
Scale = 1:43.0
1
2
3 4
5
6
7
8
15 14 13 12 11 10 9
6x6 6x6
8x8 8x8
2x4 4x6 3x4 3x8 3x4 3x4
3x6
2x4
3x6
3-10-8
3-10-8
10-1-8
6-3-0
12-10-8
2-9-0
20-1-8
7-3-0
22-0-0
1-10-8
-1-7-12
1-7-12
3-10-8
3-10-8
10-1-8
6-3-0
12-10-8
2-9-0
20-1-8
7-3-0
22-0-0
1-10-8
23-7-12
1-7-12
4-1-09-0-85-4-89-3-03-1-09-0-816.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-14,0-3-0], [4:0-3-14,0-3-0], [5:0-1-14,Edge], [6:0-6-2,Edge], [7:0-2-4,0-1-8]
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
0.54
0.18
0.54
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.01
(loc)
11
10-11
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 156 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6: 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-14,3-12,4-12,6-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=976/0-3-8, 9=976/0-3-8
Max Horz 15=-2(LC 4)
Max Uplift 15=-113(LC 4), 9=-126(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-632/207, 3-4=-617/182, 4-5=-1042/234, 5-6=-937/165, 6-7=-487/187,
2-15=-957/133, 7-9=-1012/122
BOT CHORD 13-14=0/312, 12-13=0/312, 11-12=0/907, 10-11=0/287
WEBS 3-12=-26/392, 4-12=-95/519, 5-12=-837/190, 5-11=-340/103, 6-11=-68/747, 6-10=-361/0,
2-14=0/455, 7-10=0/585
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) -1-7-12 to 23-7-12; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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 113 lb uplift at joint 15 and 126 lb uplift at
joint 9.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
C1
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032449
8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:27:32 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-i2fkpFhpUnoiR_DZd02oVEtb?TwjY8xX?nUqJbzAKu9
NOTES-
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
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.
Job
1700473
Truss
C2
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032450
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-r9L88LPkRfTXPicsWyYZe6YAa7r5gPNdKw6CBczAan?
Scale = 1:70.5
1
2
3 4
5
6
7
8
15 14 13 12 11 10 9
6x6 6x6
7x10 MT18HS
6x6
2x4 3x4 3x4 3x8
3x4
3x4
6x10
2x4
3x6
5-10-8
5-10-8
8-1-8
2-3-0
10-10-8
2-9-0
18-1-8
7-3-0
22-0-0
3-10-8
-1-7-12
1-7-12
5-10-8
5-10-8
8-1-8
2-3-0
10-10-8
2-9-0
18-1-8
7-3-0
22-0-0
3-10-8
23-7-12
1-7-12
4-1-011-8-88-0-811-11-03-1-011-8-816.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-3-14,0-3-0], [4:0-3-14,0-3-0], [5:0-5-13,0-2-8], [6:0-3-14,0-3-0], [7:0-2-4,0-1-8]
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
0.78
0.34
0.46
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.18
0.01
(loc)
10-11
10-11
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 163 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-14,3-13,4-13,6-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 3-4, 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-14, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=976/0-3-8, 9=976/0-3-8
Max Horz 15=-2(LC 4)
Max Uplift 15=-107(LC 4), 9=-120(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-728/207, 3-4=-485/204, 4-5=-846/282, 5-6=-685/172, 6-7=-689/176,
2-15=-925/138, 7-9=-961/134
BOT CHORD 13-14=0/323, 11-13=0/614, 10-11=0/355
WEBS 3-13=-5/256, 4-13=-206/556, 5-13=-831/218, 6-11=-29/385, 2-14=0/364, 7-10=0/464
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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
15=107, 9=120.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
C3
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032451
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JLuWLhQNCzbO1sB24f3oAJ5K8X4XPr6mZaslk3zAan_
Scale = 1:70.9
1
2
3 4
5
6
7
8
14 13 12 11 10 9
6x8 4x6
6x6 6x6
2x4 3x4 5x9
3x4
3x4
6x10
2x4
6x10
5-11-4
5-11-4
8-0-12
2-1-8
8-10-8
0-9-12
16-1-8
7-3-0
22-0-0
5-10-8
-1-7-12
1-7-12
5-11-4
5-11-4
8-0-12
2-1-8
8-10-8
0-9-12
16-1-8
7-3-0
22-0-0
5-10-8
23-7-12
1-7-12
4-1-010-8-812-0-03-1-012-0-016.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-2-13,Edge], [4:0-3-2,0-2-0], [6:0-3-14,0-3-0], [7:Edge,0-1-3], [12:0-4-4,0-3-0]
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
0.79
0.77
0.56
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.33
0.01
(loc)
10-11
10-11
9
l/defl
>999
>783
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 170 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
9-12: 2x4 SP No.1
WEBS 2x4 SPF No.2 *Except*
2-14,2-13,7-9,7-10: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 3-4, 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)14=976/0-3-8, 9=976/0-3-8
Max Horz 14=-2(LC 4)
Max Uplift 14=-109(LC 4), 9=-118(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-720/210, 3-4=-521/218, 4-5=-733/320, 5-6=-506/187, 6-7=-779/184,
2-14=-914/138, 7-9=-944/147
BOT CHORD 12-13=0/315, 11-12=0/409, 10-11=0/367
WEBS 3-13=-280/0, 3-12=-73/548, 4-12=-229/398, 5-11=-737/313, 2-13=0/346, 7-10=0/390
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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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)
14=109, 9=118.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
D
Truss Type
Scissor
Qty
4
Ply
1
EATON C
Job Reference (optional)
I30032452
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nXSuY1R?zHjFe0mEdMa1jXdVLxSo8JTwoEbIFVzAamz
Scale = 1:28.5
1
2
3
4
5
6
7 8
4x6
4x6
3x8
3x8
5x9
4x6
3x8
3x8
7-2-0
7-2-0
14-4-0
7-2-0
-1-3-4
1-3-4
7-2-0
7-2-0
14-4-0
7-2-0
15-7-4
1-3-4
0-6-64-1-60-6-62-3-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-11,0-2-4], [2:0-3-7,Edge], [2:0-2-11,1-6-8], [4:0-0-11,0-2-4], [4:0-3-7,Edge], [4:0-2-11,1-6-8]
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
0.82
0.64
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.36
0.22
(loc)
2-6
2-6
4
l/defl
>999
>463
n/a
L/d
240
180
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
WEBS 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 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=647/0-3-8, 4=647/0-3-8
Max Uplift 2=-138(LC 6), 4=-138(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1703/93, 3-4=-1703/93
BOT CHORD 2-6=0/1511, 4-6=0/1511
WEBS 3-6=0/1110
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=138, 4=138.
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.
June 2,2017
Job
1700473
Truss
DG
Truss Type
GABLE
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032453
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nXSuY1R?zHjFe0mEdMa1jXdfuxct8QZwoEbIFVzAamz
Scale = 1:28.5
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
4x6
3x8
3x8
5x6
4x6 3x8
3x8
7-2-0
7-2-0
14-4-0
7-2-0
-1-3-4
1-3-4
7-2-0
7-2-0
14-4-0
7-2-0
15-7-4
1-3-4
0-6-64-1-60-6-62-3-86.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-11,0-2-4], [2:0-3-7,Edge], [2:0-2-11,1-6-8], [10:0-0-11,0-2-4], [10:0-3-7,Edge], [10:0-2-11,1-6-8]
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
0.15
0.06
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: 51 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
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 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 16-17,13-14.
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, 18, 14, 13, 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.
June 2,2017
Job
1700473
Truss
DGR
Truss Type
COMMON GIRDER
Qty
1
Ply
2
EATON C
Job Reference (optional)
I30032454
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:ljMsoYj1Q7aRkkKUc9ANXEzYj6j-Fk0GmNSdkar6GALQB45GGkAkpLj3tk830uLsnxzAamy
Scale = 1:25.6
1
2
3
4
5
9 8 7 6
15 16
10 11 12 13 14
3x8 5x6
4x6
3x8 3x10
3x8
10x10 3x10
3x8
3-10-1
3-10-1
7-2-0
3-3-15
10-5-15
3-3-15
14-4-0
3-10-1
3-10-1
3-10-1
7-2-0
3-3-15
10-5-15
3-3-15
14-4-0
3-10-1
0-6-64-1-60-6-66.00 12
Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [5:0-8-0,0-0-8]
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-S
0.52
0.90
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.19
0.06
(loc)
7-9
7-9
5
l/defl
>999
>884
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 136 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP No.1
WEBS 2x4 SPF Stud/No.3 *Except*
3-7: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=4824/0-3-8, 5=4886/0-3-8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8196/0, 2-3=-5690/0, 3-4=-5691/0, 4-5=-7917/0
BOT CHORD 1-9=0/7123, 7-9=0/7123, 6-7=0/6882, 5-6=0/6882
WEBS 2-9=0/2521, 3-7=0/4818, 4-6=0/2229, 2-7=-2437/2, 4-7=-2153/15
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-20, 1-3=-60, 3-5=-60
Concentrated Loads (lb)
Vert: 9=-1223 7=-1223 10=-1246 11=-1223 12=-1223 13=-1223 14=-1223
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.
June 2,2017
Job
1700473
Truss
E
Truss Type
SPECIAL
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032455
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Fk0GmNSdkar6GALQB45GGkAmsLtytj530uLsnxzAamy
Scale = 1:82.4
1
2
3
4
5
6
7
8
9
16 15
14 13 12
11 10
3x6
4x6
3x6
2x4
3x6
2x4 2x4
3x6
3x4
2x4
3x8
4x6
3x4
4x6
1-9-8
1-9-8
7-0-0
5-2-8
12-2-8
5-2-8
14-0-0
1-9-8
-1-7-12
1-7-12
1-9-8
1-9-8
7-0-0
5-2-8
12-2-8
5-2-8
14-0-0
1-9-8
15-7-12
1-7-12
3-1-012-5-03-1-01-0-016.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [5:Edge,0-1-13], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-2-4,0-1-8]
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
0.39
0.26
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.17
(loc)
12-13
12-13
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 100 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: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=656/0-5-8, 10=656/0-5-8
Max Uplift 16=-108(LC 4), 10=-108(LC 4)
Max Grav 16=670(LC 8), 10=670(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-265/170, 3-5=-511/172, 5-7=-511/172, 7-8=-265/170, 2-16=-657/133,
8-10=-657/133
WEBS 14-15=-385/0, 3-14=-344/0, 11-12=-385/0, 7-12=-344/0, 5-13=-140/319, 2-15=0/453,
8-11=0/453
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 12.0 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)
16=108, 10=108.
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.
June 2,2017
Job
1700473
Truss
E1GR
Truss Type
HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032456
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kwafzjSFUuzzuKvdlncVoyjt5kFycAmCFY4PJNzAamx
Scale = 1:32.9
1
2
3 4 5
6
7
12 11 10 9 8
13 14 15 16 17
18 19 20 21 22
6x6 6x6
3x10
3x10 3x4 3x8
2x4
3x4
4x6
4x6
1-8-0
1-8-0
7-0-0
5-4-0
12-4-0
5-4-0
14-0-0
1-8-0
-1-7-12
1-7-12
1-8-0
1-8-0
7-0-0
5-4-0
12-4-0
5-4-0
14-0-0
1-8-0
15-7-12
1-7-12
3-1-05-1-35-3-113-1-05-1-316.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-14,0-3-0], [5:0-3-14,0-3-0], [6:0-2-8,0-1-8]
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-S
0.68
0.15
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
0.04
-0.00
(loc)
9-10
9-10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 93 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
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, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=523/0-5-8, 8=510/0-5-8
Max Uplift 12=-1091(LC 4), 8=-1212(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-219/714, 3-4=-330/939, 4-5=-330/939, 5-6=-213/786, 2-12=-533/1160,
6-8=-519/1314
BOT CHORD 10-11=-322/106, 9-10=-380/101
WEBS 3-11=-153/251, 3-10=-674/299, 4-10=-309/459, 5-10=-609/306, 2-11=-645/253,
6-9=-778/242
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) -1-7-12 to 15-7-12; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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)
12=1091, 8=1212.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb up at 1-8-0, 147 lb up at
3-8-12, 147 lb up at 5-8-12, 147 lb up at 7-8-12, 147 lb up at 9-7-4, and 149 lb up at 11-5-12, and 279 lb up at 12-4-0 on top
chord, and 256 lb up at 1-8-0, 158 lb up at 3-8-12, 158 lb up at 5-8-12, 158 lb up at 7-8-12, 158 lb up at 9-7-4, and 158 lb up at
11-5-12, and 256 lb up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
E1GR
Truss Type
HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032456
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:58 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kwafzjSFUuzzuKvdlncVoyjt5kFycAmCFY4PJNzAamx
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=57(F) 5=57(F) 11=13(F) 9=13(F) 13=22(F) 14=22(F) 15=22(F) 16=22(F) 17=22(F) 18=5(F) 19=5(F) 20=5(F) 21=5(F) 22=5(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
Job
1700473
Truss
E2
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032457
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-C681B2TtFC5qVTUpJV7kL9F4u8Z4KgwMUCqysqzAamw
Scale = 1:44.4
1
2
3
4 5
6
7
8
16 15
14 13 12 11
10 9
6x6 6x6
2x4
3x6
2x4
2x4
3x6
3x4 2x4
3x4 3x8
3x6
3x4
3x6
1-9-8
1-9-8
3-8-0
1-10-8
10-4-0
6-8-0
12-2-8
1-10-8
14-0-0
1-9-8
-1-7-12
1-7-12
1-9-8
1-9-8
3-8-0
1-10-8
10-4-0
6-8-0
12-2-8
1-10-8
14-0-0
1-9-8
15-7-12
1-7-12
3-1-07-9-37-11-113-1-01-0-07-9-316.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:0-2-4,0-1-8]
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
0.55
0.29
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.14
(loc)
12-13
12-13
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 102 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*
4-12: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=656/0-5-8, 9=656/0-5-8
Max Uplift 16=-117(LC 4), 9=-117(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-314/215, 3-4=-426/143, 4-5=-297/129, 5-6=-426/142, 6-7=-314/215,
2-16=-638/140, 7-9=-638/140
WEBS 3-14=-264/0, 6-11=-264/0, 2-15=0/293, 7-10=0/293
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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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)
16=117, 9=117.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
E3
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032458
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-C681B2TtFC5qVTUpJV7kL9F7x8bRKeUMUCqysqzAamw
Scale = 1:60.1
1
2
3
4 5
6
7
8
16 15
14 13 12 11
10 9
6x6 6x6
2x4
3x6
2x4
2x4
3x6
3x4
2x4
3x4 3x8
4x6
3x4
4x6
1-9-8
1-9-8
5-8-0
3-10-8
8-4-0
2-8-0
12-2-8
3-10-8
14-0-0
1-9-8
-1-7-12
1-7-12
1-9-8
1-9-8
5-8-0
3-10-8
8-4-0
2-8-0
12-2-8
3-10-8
14-0-0
1-9-8
15-7-12
1-7-12
3-1-010-5-310-7-113-1-01-0-010-5-316.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [4:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:0-2-8,0-1-12]
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
0.35
0.13
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.16
(loc)
13-14
13-14
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 114 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*
4-13,4-12,5-12: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=656/0-5-8, 9=656/0-5-8
Max Uplift 16=-112(LC 4), 9=-112(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-291/192, 3-4=-497/171, 4-5=-295/167, 5-6=-497/171, 6-7=-291/192,
2-16=-640/136, 7-9=-640/136
WEBS 14-15=-326/0, 3-14=-292/0, 10-11=-326/0, 6-11=-293/0, 2-15=0/384, 7-10=0/384
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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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)
16=112, 9=112.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
FGR
Truss Type
HIP
Qty
1
Ply
3
EATON C
Job Reference (optional)
I30032459
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gIiPOOUV0VEh7d3?sCeztNoJvYs036XVjsZWOGzAamv
Scale = 1:31.6
1
2 3 4 5
6
13
12 11 10 9 8
7
14 15 16 17
18 19 20 21 22 23 24 25 26 27 28
3x6
6x6 6x6
4x6
3x4
4x6 10x10 10x10
3x4 2x4
6x8 10x10
4x6
1-7-8
1-7-8
5-4-15
3-9-7
9-4-1
3-11-3
13-1-8
3-9-7
14-9-0
1-7-8
1-7-8
1-7-8
5-4-15
3-9-7
9-4-1
3-11-3
13-1-8
3-9-7
14-9-0
1-7-8
3-1-05-0-85-3-03-1-05-0-816.00 12
Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:Edge,0-3-8], [8:0-3-8,0-5-0], [9:0-2-0,0-4-4], [10:0-3-8,0-5-0], [12:0-3-8,0-5-0]
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
0.27
0.50
0.55
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.01
(loc)
9-10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 293 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
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, and 2-0-0 oc purlins (6-0-0 max.): 2-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)13=5178/0-3-8, 7=5682/0-3-8
Max Uplift 13=-889(LC 4), 7=-902(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2429/514, 2-3=-3830/725, 3-4=-3829/732, 4-5=-3831/734, 5-6=-2601/544,
1-13=-4923/917, 6-7=-5276/982
BOT CHORD 10-12=-303/1492, 9-10=-589/3828, 8-9=-326/1589
WEBS 2-12=-1047/336, 2-10=-596/3735, 3-10=-249/301, 4-9=-242/289, 5-9=-579/3581,
5-8=-786/331, 1-12=-587/3301, 6-8=-641/3540
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 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) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=889, 7=902.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 lb up at 1-7-8, 147 lb up at
3-8-4, 147 lb up at 5-8-4, 147 lb up at 7-8-4, 147 lb up at 9-8-4, and 147 lb up at 11-8-4, and 278 lb up at 13-1-8 on top chord,
and 1250 lb down at 0-9-11, 262 lb up at 1-7-8, 1246 lb down at 2-9-11, 161 lb up at 3-8-4, 1246 lb down at 4-9-11, 161 lb up at
5-8-4, 1246 lb down at 6-9-11, 161 lb up at 7-8-4, 1250 lb down at 8-9-11, 161 lb up at 9-8-4, 1250 lb down at 10-9-11, 161 lb up
at 11-8-4, 1250 lb down at 12-9-11, and 262 lb up at 13-0-12, and 1254 lb down at 14-0-12 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
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
FGR
Truss Type
HIP
Qty
1
Ply
3
EATON C
Job Reference (optional)
I30032459
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:00 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gIiPOOUV0VEh7d3?sCeztNoJvYs036XVjsZWOGzAamv
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-60, 2-5=-60, 5-6=-60, 7-13=-20
Concentrated Loads (lb)
Vert: 2=59(F) 5=59(F) 11=-1246(B) 12=13(F) 10=5(F) 3=23(F) 8=8(F) 14=23(F) 15=23(F) 16=23(F) 17=23(F) 18=-1250(B) 19=5(F) 20=-1246(B) 21=-1246(B)
22=5(F) 23=-1250(B) 24=5(F) 25=-1250(B) 26=5(F) 27=-1244(F=5, B=-1250) 28=-1254(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.
Job
1700473
Truss
GGR
Truss Type
HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032460
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8VGnckV7npMYlneCQwACQaLQ_yHtoYDfxWJ3wizAamu
Scale = 1:33.5
1
2
3 4 5
6
11 10 9 8 7
12 13 14 15
16 17 18 19 20
6x6 6x6
4x6
3x10 3x10 3x4 3x8
2x4
3x4
4x6
1-10-8
1-10-8
7-0-0
5-1-8
12-1-8
5-1-8
14-0-0
1-10-8
-1-7-12
1-7-12
1-10-8
1-10-8
7-0-0
5-1-8
12-1-8
5-1-8
14-0-0
1-10-8
3-1-05-4-85-7-03-1-05-4-816.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-3-14,0-3-0], [5:0-3-14,0-3-0], [6:0-3-8,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
0.57
0.14
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
0.03
-0.01
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 92 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
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, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)11=583/0-3-8, 7=459/0-3-8
Max Horz 11=106(LC 4)
Max Uplift 11=-971(LC 4), 7=-1081(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-264/680, 3-4=-373/820, 4-5=-373/820, 5-6=-255/694, 2-11=-588/1027,
6-7=-458/1172
BOT CHORD 9-10=-339/133, 8-9=-401/147
WEBS 3-9=-563/334, 4-9=-365/391, 5-9=-497/314, 2-10=-526/282, 6-8=-728/283
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) -1-7-12 to 13-10-4; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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)
11=971, 7=1081.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 231 lb up at
1-10-8, 1 lb down and 128 lb up at 3-11-4, 1 lb down and 128 lb up at 5-11-4, 1 lb down and 128 lb up at 7-11-4, and 1 lb down
and 128 lb up at 9-11-4, and 2 lb down and 366 lb up at 12-1-8 on top chord, and 240 lb up at 1-10-8, 148 lb up at 3-11-4, 148 lb
up at 5-11-4, 148 lb up at 7-11-4, 148 lb up at 9-11-4, and 296 lb up at 11-11-4, and 92 lb up at 12-1-8 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
GGR
Truss Type
HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032460
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:01 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8VGnckV7npMYlneCQwACQaLQ_yHtoYDfxWJ3wizAamu
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-20
Concentrated Loads (lb)
Vert: 3=57(F) 5=57(F) 10=12(F) 16=5(F) 17=5(F) 18=5(F) 19=5(F) 20=17(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
Job
1700473
Truss
J
Truss Type
MONO TRUSS
Qty
6
Ply
1
EATON C
Job Reference (optional)
I30032461
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4tNX0QWOJQcF_5oaYLCgV?QkmlzyGaXxPqoA?bzAams
Scale = 1:40.4
1
2
3
5 4
2x4
2x4
3x6
3x4
4-3-7
4-3-7
-1-3-4
1-3-4
4-1-15
4-1-15
4-3-7
0-1-8
1-5-137-2-66-10-140-3-87-2-616.00 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
0.68
0.16
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.04
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 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 4-3-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=260/0-3-8, 4=145/0-1-8
Max Horz 5=130(LC 4)
Max Uplift 5=-43(LC 4), 4=-65(LC 4)
Max Grav 5=260(LC 1), 4=172(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 12.0 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.
June 2,2017
Job
1700473
Truss
J1
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032462
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:04 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Y4xwEmX04kk6cFNn52jv2Dz0I9K9?1?5dUXjX1zAamr
Scale = 1:16.5
1
2
3 4
7
6 5
8
9 10
4x6
2x4
3x8
3x4
3x6
2x4
2-1-11
2-1-11
4-3-7
2-1-12
-1-3-4
1-3-4
0-9-7
0-9-7
4-1-15
3-4-8
4-3-7
0-1-8
1-5-132-4-102-6-61-11-20-5-82-4-1016.00 12
Plate Offsets (X,Y)-- [3:0-3-9,0-2-0]
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-P
0.25
0.03
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=233/0-3-8, 5=155/0-1-8
Max Horz 7=97(LC 4)
Max Uplift 7=-129(LC 4), 5=-49(LC 4)
Max Grav 7=233(LC 1), 5=166(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-257/108
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) -1-3-4 to 4-1-11; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
7=129.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 55 lb up at
0-9-7, and 21 lb down and 53 lb up at 2-4-3 on top chord, and 130 lb up at 0-9-7, and 24 lb down at 2-4-3 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
J1
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032462
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:04 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Y4xwEmX04kk6cFNn52jv2Dz0I9K9?1?5dUXjX1zAamr
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-21(B) 8=-21(B) 9=71(B) 10=-12(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.
Job
1700473
Truss
J2
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032463
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:05 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-0GVIR6Yer2szDOyzflE8aQVAxZf5kUEEs8HH3TzAamq
Scale = 1:34.4
1
2
3 4
7 6 5
5x6
3x4
2x4 3x4
4x6
2x4
3-4-15
3-4-15
4-3-7
0-10-8
-1-3-4
1-3-4
3-4-15
3-4-15
4-1-15
0-9-0
4-3-7
0-1-8
1-5-135-10-106-0-65-7-20-3-85-10-1016.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-3-8,0-1-12]
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
0.32
0.12
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 32 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 4-3-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical
Max Horz 7=122(LC 4)
Max Uplift 7=-55(LC 4), 5=-60(LC 4)
Max Grav 7=260(LC 1), 5=164(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
J3
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032464
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-VS3gfSZGcL_qrYX9DTlN7e2L5z0fTwaO5o0qcwzAamp
Scale = 1:28.4
1
2
3 4
7
6 5
5x6 2x4
2x4
3x4
3x6
3x4
2-6-7
2-6-7
4-3-7
1-9-0
-1-3-4
1-3-4
2-6-7
2-6-7
4-1-15
1-7-8
4-3-7
0-1-8
1-5-134-8-104-10-64-5-20-3-84-8-1016.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-1-12]
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-P
0.29
0.03
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 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 4-3-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical
Max Horz 7=114(LC 4)
Max Uplift 7=-68(LC 4), 5=-56(LC 4)
Max Grav 7=260(LC 1), 5=156(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
J4
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032465
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zfd2snZuNf6hTi6LnAGcgrbXvNMkCOvXKSmO8MzAamo
Scale = 1:22.5
1
2
3 4
7
6 5
4x9 2x4
2x4
3x4
3x6
3x4
1-7-15
1-7-15
4-3-7
2-7-8
-1-3-4
1-3-4
1-7-15
1-7-15
4-1-15
2-6-0
4-3-7
0-1-8
1-5-133-6-103-8-63-3-20-3-83-6-1016.00 12
Plate Offsets (X,Y)-- [3:0-6-9,0-2-0]
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-P
0.22
0.04
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 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 4-3-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical
Max Horz 7=105(LC 4)
Max Uplift 7=-81(LC 4), 5=-52(LC 4)
Max Grav 7=260(LC 1), 5=150(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
J5
Truss Type
JACK
Qty
4
Ply
1
EATON C
Job Reference (optional)
I30032466
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-RrBQ47aW8zEY5sgYKuorC37jCmgsxr5hY6VxgozAamn
Scale = 1:15.8
1
2
5
3
4
3x4
2x8
3-5-2
3-5-2
-1-3-4
1-3-4
3-5-2
3-5-2
0-6-62-6-62-0-52-6-67.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.18
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=75/Mechanical, 2=231/0-3-8, 4=32/Mechanical
Max Horz 2=97(LC 6)
Max Uplift 3=-44(LC 6), 2=-55(LC 6)
Max Grav 3=113(LC 12), 2=237(LC 8), 4=64(LC 5)
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 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) 3, 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.
June 2,2017
Job
1700473
Truss
J6GR
Truss Type
JACK
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032467
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-RrBQ47aW8zEY5sgYKuorC37hZmgzxpqhY6VxgozAamn
Scale = 1:15.6
1
2
3
5
4
6
5x6
2x4
2x4
2x4
1-7-6
1-7-6
2-1-7
0-6-1
3-8-4
1-6-13
-1-4-10
1-4-10
3-8-4
3-8-4
0-5-102-5-56.41 12
Plate Offsets (X,Y)-- [3:0-2-10,0-2-8]
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-P
0.29
0.17
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-4 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.(lb/size)4=-184/Mechanical, 5=551/1-0-3
Max Horz 5=33(LC 6)
Max Uplift 4=-260(LC 8), 5=-312(LC 6)
Max Grav 4=147(LC 6), 5=555(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-240/456, 3-4=-123/253
BOT CHORD 2-5=-362/267
WEBS 3-5=-600/334
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 17.6 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) except (jt=lb)
4=260, 5=312.
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.
June 2,2017
Job
1700473
Truss
K
Truss Type
MONO TRUSS
Qty
5
Ply
1
EATON C
Job Reference (optional)
I30032468
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgnYA0kgH3qnmFUCFzAamm
Scale = 1:38.5
1
2
3
5 4
2x4
2x4
3x6
3x4
4-0-0
4-0-0
-1-3-4
1-3-4
3-10-8
3-10-8
4-0-0
0-1-8
1-5-136-9-136-6-50-3-86-9-1316.00 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
0.60
0.14
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 27 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 4-0-0 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)5=250/0-3-8, 4=132/Mechanical
Max Horz 5=127(LC 4)
Max Uplift 5=-43(LC 4), 4=-61(LC 4)
Max Grav 5=250(LC 1), 4=158(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 12.0 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.
June 2,2017
Job
1700473
Truss
K1
Truss Type
MONO HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032469
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgsZA2xgIeqnmFUCFzAamm
Scale = 1:14.6
1
2
3
4
7
6 58
4x6
2x4
3x4
3x4
2x8
2x4
2-0-0
2-0-0
4-0-0
2-0-0
-1-3-4
1-3-4
0-6-0
0-6-0
3-10-8
3-4-8
4-0-0
0-1-8
1-5-132-0-12-1-131-6-90-5-82-0-116.00 12
Plate Offsets (X,Y)-- [3:0-3-9,0-2-0]
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
0.28
0.06
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=332/0-3-8, 5=207/Mechanical
Max Horz 7=94(LC 4)
Max Uplift 7=-191(LC 4), 5=-56(LC 4)
Max Grav 7=332(LC 1), 5=217(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-278/148
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) -1-3-4 to 3-10-4; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 5 except (jt=lb)
7=191.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 262 lb up at
0-6-0, and 147 lb down and 17 lb up at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-147(B) 8=-10(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.
June 2,2017
Job
1700473
Truss
K2
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032470
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgseA1JgHKqnmFUCFzAamm
Scale = 1:32.5
1
2
3 4
7 6 5
5x6 2x4
2x4 3x4
3x6
2x4
3-1-8
3-1-8
4-0-0
0-10-8
-1-3-4
1-3-4
3-1-8
3-1-8
3-10-8
0-9-0
4-0-0
0-1-8
1-5-135-6-15-7-135-2-90-3-85-6-116.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [3:0-3-8,0-1-12]
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
0.27
0.10
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.02
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT = 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 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical
Max Horz 7=120(LC 4)
Max Uplift 7=-55(LC 4), 5=-56(LC 4)
Max Grav 7=250(LC 1), 5=150(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
K3
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032471
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NEIBUpcngaUGKAqwSJqJHUD2taNgPkbz0Q_2lhzAaml
Scale = 1:26.5
1
2
3 4
7
6 5
5x6 2x4
2x4
3x4
3x6
3x4
2-3-0
2-3-0
4-0-0
1-9-0
-1-3-4
1-3-4
2-3-0
2-3-0
3-10-8
1-7-8
4-0-0
0-1-8
1-5-134-4-14-5-134-0-90-3-84-4-116.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-1-12]
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-P
0.24
0.03
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
7
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 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 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical
Max Horz 7=111(LC 4)
Max Uplift 7=-68(LC 4), 5=-51(LC 4)
Max Grav 7=250(LC 1), 5=142(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
K4
Truss Type
MONO HIP
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032472
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NEIBUpcngaUGKAqwSJqJHUD2BaNIPkaz0Q_2lhzAaml
Scale = 1:20.6
1
2
3 4
7
6 5
5x6 2x4
2x4
3x4
3x6
3x4
1-4-8
1-4-8
4-0-0
2-7-8
-1-3-4
1-3-4
1-4-8
1-4-8
3-10-8
2-6-0
4-0-0
0-1-8
1-5-133-2-13-3-132-10-90-3-83-2-116.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-1-12]
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-P
0.22
0.05
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 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 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical
Max Horz 7=103(LC 4)
Max Uplift 7=-81(LC 4), 5=-47(LC 4)
Max Grav 7=250(LC 1), 5=137(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) -1-3-4 to 3-10-4; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
K5
Truss Type
MONO HIP
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032473
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rQsZi9dPRuc7yKP700LYqhlB3_iE8CX7E4kbH7zAamk
Scale = 1:14.6
1
2
3
4
7
6 5
8
9
4x6
2x4
3x4
3x4
2x8
2x4
2-0-0
2-0-0
4-0-0
2-0-0
-1-3-4
1-3-4
0-6-0
0-6-0
3-10-8
3-4-8
4-0-0
0-1-8
1-5-132-0-12-1-131-6-90-5-82-0-116.00 12
Plate Offsets (X,Y)-- [3:0-3-9,0-2-0]
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
0.28
0.07
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=81/0-3-8, 5=117/Mechanical
Max Horz 7=94(LC 4)
Max Uplift 7=-236(LC 4), 5=-56(LC 4)
Max Grav 7=81(LC 1), 5=129(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) -1-3-4 to 3-10-4; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
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) 5 except (jt=lb)
7=236.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 38 lb up at
0-6-0, and 40 lb up at 2-0-12 on top chord, and 333 lb up at 0-6-0, and 11 lb down at 2-0-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-6(F) 9=190(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
K6
Truss Type
JACK
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032474
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rQsZi9dPRuc7yKP700LYqhlDS_id8Cr7E4kbH7zAamk
Scale = 1:13.9
1
2
5
3
4
3x4
2x8
2-9-5
2-9-5
-1-3-4
1-3-4
2-9-5
2-9-5
0-6-62-1-131-7-122-1-137.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-5 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)3=50/Mechanical, 2=209/0-3-8, 4=26/Mechanical
Max Horz 2=84(LC 6)
Max Uplift 3=-30(LC 6), 2=-59(LC 6)
Max Grav 3=86(LC 12), 2=233(LC 8), 4=51(LC 5)
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 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) 3, 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.
June 2,2017
Job
1700473
Truss
K7GR
Truss Type
JACK
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032475
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JcQxvVd1BBk_ZT_JZjsnNvIMoO0XtdKGTjT8pZzAamj
Scale = 1:13.7
1
2
3
5
4
6
8x8
2x8
2x4
2x4
2-7-8
2-7-8
2-11-11
0-4-3
-1-4-10
1-4-10
2-11-11
2-11-11
0-5-102-0-126.41 12
Plate Offsets (X,Y)-- [3:0-1-9,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-P
0.28
0.19
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
5
5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-11 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.(lb/size)4=-464/Mechanical, 5=773/1-0-3
Max Horz 5=32(LC 6)
Max Uplift 4=-566(LC 8), 5=-469(LC 6)
Max Grav 4=308(LC 6), 5=818(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-216/394, 3-4=-261/512
BOT CHORD 2-5=-334/241
WEBS 3-5=-779/426
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 17.6 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) except (jt=lb)
4=566, 5=469.
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.
June 2,2017
Job
1700473
Truss
K8
Truss Type
SPECIAL
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032476
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JcQxvVd1BBk_ZT_JZjsnNvIODO?7tfGGTjT8pZzAamj
Scale = 1:18.9
1
2
3
4
6 5
7
2x4
3x4
4x6
2x8
5x6
3x6
3-3-8
3-3-8
4-5-15
1-2-7
-1-3-4
1-3-4
3-3-8
3-3-8
4-5-15
1-2-7
0-6-63-1-132-1-131-0-07.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-11,0-2-2], [2:0-3-5,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.28
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
2-6
2-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-15 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=154/Mechanical, 2=267/0-3-8
Max Horz 2=62(LC 6)
Max Uplift 5=-16(LC 6), 2=-75(LC 6)
Max Grav 5=182(LC 12), 2=270(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-5=-272/60
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) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.
June 2,2017
Job
1700473
Truss
K9GR
Truss Type
JACK
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032477
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-np_J7refyVsrBdZV7RN0v6qSbnPec6dQiNDiL0zAami
Scale = 1:14.6
1
2
3
5
4
2x8
8x8
3x10
6x6
1-0-15
1-0-15
-3-2-1
3-2-1
1-0-15
1-0-15
1-5-132-0-126.41 12
Plate Offsets (X,Y)-- [2:0-3-8,0-4-0]
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-P
0.60
0.01
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
5
5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 14 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-15 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=650/0-8-12, 4=-389/Mechanical
Max Horz 5=106(LC 7)
Max Uplift 5=-401(LC 6), 4=-684(LC 8)
Max Grav 5=1047(LC 8), 4=272(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-1039/405, 2-3=-334/187, 3-4=-352/692
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 17.6 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) except (jt=lb)
5=401, 4=684.
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.
June 2,2017
Job
1700473
Truss
L
Truss Type
JACK
Qty
4
Ply
1
EATON C
Job Reference (optional)
I30032478
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-np_J7refyVsrBdZV7RN0v6qWPnP9c4MQiNDiL0zAami
Scale = 1:31.6
1
2
5 4
3
2x4
3x6
2x8
1-10-8
1-10-8
-1-7-12
1-7-12
1-10-8
1-10-8
3-1-05-7-016.00 12
Plate Offsets (X,Y)-- [4:0-4-2,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
0.35
0.04
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=232/0-3-8, 3=-6/Mechanical, 4=16/Mechanical
Max Horz 5=292(LC 4)
Max Uplift 5=-122(LC 5), 3=-77(LC 6), 4=-425(LC 4)
Max Grav 5=307(LC 6), 3=129(LC 5), 4=101(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-291/139
WEBS 2-4=-97/500
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 12.0 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
5=122, 4=425.
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.
June 2,2017
Job
1700473
Truss
L1
Truss Type
JACK
Qty
7
Ply
1
EATON C
Job Reference (optional)
I30032479
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-G?YiKBfHjp_ipn8ih8vFSKNh9BlOLXcZx1yFuSzAamh
Scale = 1:31.6
1
2
5 4
3
2x4
3x6
2x8
1-10-8
1-10-8
-1-7-12
1-7-12
1-10-8
1-10-8
3-1-05-7-04-8-85-7-016.00 12
Plate Offsets (X,Y)-- [4:0-4-2,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
0.35
0.04
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=232/0-3-8, 3=-6/Mechanical, 4=16/Mechanical
Max Horz 5=292(LC 4)
Max Uplift 5=-122(LC 5), 3=-77(LC 6), 4=-425(LC 4)
Max Grav 5=307(LC 6), 3=129(LC 5), 4=101(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-291/139
WEBS 2-4=-97/500
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 12.0 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
5=122, 4=425.
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.
June 2,2017
Job
1700473
Truss
L1GR
Truss Type
JACK
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032480
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-G?YiKBfHjp_ipn8ih8vFSKNhNBkYLYHZx1yFuSzAamh
Scale = 1:30.8
1
2
5 4
3
2x4
4x6
2x4
2-6-5
2-6-5
-2-3-15
2-3-15
2-6-5
2-6-5
3-1-05-5-911.31 12
Plate Offsets (X,Y)-- [2:0-2-15,0-2-0]
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-P
0.34
0.10
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-5 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.(lb/size)5=321/0-4-15, 3=-14/Mechanical, 4=22/Mechanical
Max Horz 5=98(LC 4)
Max Uplift 5=-8(LC 4), 3=-112(LC 6), 4=-152(LC 4)
Max Grav 5=429(LC 6), 3=106(LC 5), 4=46(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-406/22
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 12.7 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
3=112, 4=152.
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.
June 2,2017
Job
1700473
Truss
LGR
Truss Type
MONO TRUSS
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032481
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xwsob5x40uj9hipQuzAamg
Scale = 1:30.8
1
2
3
5 4
2x4
4x6 2x4
4x6
2-6-5
2-6-5
-2-3-15
2-3-15
2-6-5
2-6-5
3-1-05-5-911.31 12
Plate Offsets (X,Y)-- [2:0-2-15,0-2-0]
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-P
0.36
0.02
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
5
5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-5 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.(lb/size)4=1000/0-3-8, 5=319/0-4-15
Max Horz 5=208(LC 5)
Max Uplift 4=-540(LC 5), 5=-165(LC 4)
Max Grav 4=1000(LC 1), 5=428(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-406/179
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 12.7 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)
4=540, 5=165.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 41 lb up at
2-4-7, and 177 lb up at 2-4-7 on top chord, and 69 lb down and 304 lb up at 2-4-9, and 1109 lb down at 2-4-9 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 3=120(F=107, B=14) 4=-1114(F=-1109, B=-5)
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.
June 2,2017
Job
1700473
Truss
M
Truss Type
JACK
Qty
7
Ply
1
EATON C
Job Reference (optional)
I30032482
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xwsvb5o4zfj9hipQuzAamg
Scale = 1:30.2
1
2
5 4
3
2x4
3x6
2x8
1-8-0
1-8-0
-1-7-12
1-7-12
1-8-0
1-8-0
3-1-05-3-114-5-35-3-1116.00 12
Plate Offsets (X,Y)-- [4:0-4-0,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
0.35
0.03
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
5
5
3
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 Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=231/0-5-8, 3=-20/Mechanical, 4=14/Mechanical
Max Horz 5=281(LC 4)
Max Uplift 5=-127(LC 5), 3=-93(LC 6), 4=-470(LC 4)
Max Grav 5=321(LC 4), 3=125(LC 5), 4=96(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-313/141
WEBS 2-4=-91/534
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 12.0 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
5=127, 4=470.
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.
June 2,2017
Job
1700473
Truss
MGR
Truss Type
JACK
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032483
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xws7b4A4?Wj9hipQuzAamg
Scale = 1:29.5
1
2
5 4
3
2x4
4x6
2x4
2-2-13
2-2-13
-2-3-15
2-3-15
2-2-13
2-2-13
3-1-05-2-411.31 12
Plate Offsets (X,Y)-- [2:0-2-15,0-2-0]
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-P
0.34
0.07
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-13 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.(lb/size)5=321/0-7-12, 3=-35/Mechanical, 4=18/Mechanical
Max Horz 5=89(LC 4)
Max Uplift 5=-15(LC 4), 3=-136(LC 6), 4=-166(LC 4)
Max Grav 5=444(LC 6), 3=100(LC 5), 4=40(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-423/27
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 12.7 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
3=136, 4=166.
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.
June 2,2017
Job
1700473
Truss
N
Truss Type
JACK
Qty
7
Ply
1
EATON C
Job Reference (optional)
I30032484
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CNgSlsgYFQFP25I4oZxjXlS1f?Q3pQrsOLRMyLzAamf
Scale = 1:29.9
1
2
5 4
3
2x4
3x6
2x8
1-7-8
1-7-8
-1-7-12
1-7-12
1-7-8
1-7-8
3-1-05-3-04-4-85-3-016.00 12
Plate Offsets (X,Y)-- [4:0-4-0,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
0.35
0.03
0.21
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
5
5
3
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 Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-7-8 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=231/0-3-8, 3=-23/Mechanical, 4=14/Mechanical
Max Horz 5=279(LC 4)
Max Uplift 5=-128(LC 5), 3=-96(LC 6), 4=-481(LC 4)
Max Grav 5=327(LC 4), 3=124(LC 5), 4=95(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-319/142
WEBS 2-4=-89/542
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 12.0 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
5=128, 4=481.
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.
June 2,2017
Job
1700473
Truss
NGR
Truss Type
JACK
Qty
2
Ply
1
EATON C
Job Reference (optional)
I30032485
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CNgSlsgYFQFP25I4oZxjXlS1t?PTpSmsOLRMyLzAamf
Scale = 1:29.2
1
2
5 4
3
2x4
4x6
2x4
2-2-1
2-2-1
-2-3-15
2-3-15
2-2-1
2-2-1
3-1-05-1-911.31 12
Plate Offsets (X,Y)-- [2:0-2-15,0-2-0]
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-P
0.34
0.07
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-1 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.(lb/size)5=322/0-4-15, 3=-39/Mechanical, 4=18/Mechanical
Max Horz 5=87(LC 4)
Max Uplift 5=-17(LC 4), 3=-141(LC 6), 4=-169(LC 4)
Max Grav 5=447(LC 6), 3=99(LC 5), 4=38(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-428/28
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 12.7 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
3=141, 4=169.
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.
June 2,2017
Job
1700473
Truss
P
Truss Type
MONO TRUSS
Qty
8
Ply
1
EATON C
Job Reference (optional)
I30032486
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gaDqyChA0kNGgFsGMHSy4y?CJPitYwK?d?BvUnzAame
Scale = 1:17.3
1
2
3
5 4
6 7
8
4x9
2x4
2x4
3x4
5-11-8
5-11-8
-0-11-4
0-11-4
5-10-0
5-10-0
5-11-8
0-1-8
0-4-12-9-130-10-102-9-135.00 12
Plate Offsets (X,Y)-- [3:Edge,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-P
0.36
0.31
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.01
(loc)
2-5
2-5
7
l/defl
>999
>554
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 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 5-11-8 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=300/0-3-8, 7=203/0-1-8
Max Horz 2=100(LC 6)
Max Uplift 2=-89(LC 6), 7=-61(LC 6)
Max Grav 2=306(LC 9), 7=221(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 19.0 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.
June 2,2017
Job
1700473
Truss
PB1
Truss Type
GABLE
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032487
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gaDqyChA0kNGgFsGMHSy4y?FWPkgYwT?d?BvUnzAame
Scale = 1:19.3
2
3
4 5
6
8
1
7
3x4 3x4
2x4 2x4 2x4
2x4
9-4-8
9-4-8
1-2-4
1-2-4
8-2-4
7-0-0
9-4-8
1-2-4
-0-0-41-4-41-7-00-1-20-1-101-2-1416.00 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-S
0.15
0.13
0.06
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: 23 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, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=-52/9-4-8, 7=-52/9-4-8, 2=241/9-4-8, 6=241/9-4-8, 8=342/9-4-8
Max Uplift 1=-80(LC 3), 7=-80(LC 3), 2=-28(LC 4), 6=-28(LC 4), 8=-64(LC 4)
Max Grav 2=251(LC 8), 6=251(LC 8), 8=342(LC 1)
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) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 8.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
PB2
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032488
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8mnCAYion1V7HORTw_zBcAYRjo4hHN89rfwT1DzAamd
Scale = 1:25.3
1
2
3 4 5
6
7
8
3x4 3x4
2x4 2x4 2x4
2x4
9-4-8
9-4-8
3-2-4
3-2-4
6-2-4
3-0-0
9-4-8
3-2-4
0-6-13-10-144-1-60-1-100-6-10-1-103-10-1416.00 12
Plate Offsets (X,Y)-- [2:0-4-0,0-1-6], [6:0-4-0,0-1-6]
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
0.12
0.15
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 29 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, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=255/8-4-15, 6=255/8-4-15, 8=197/8-4-15
Max Uplift 2=-68(LC 4), 6=-68(LC 4)
Max Grav 2=286(LC 8), 6=286(LC 8), 8=225(LC 3)
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) Provide adequate drainage to prevent water ponding.
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) 2, 6.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
PB3
Truss Type
SPECIAL
Qty
5
Ply
1
EATON C
Job Reference (optional)
I30032489
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8mnCAYion1V7HORTw_zBcAYLEo4dHMC9rfwT1DzAamd
Scale = 1:41.9
12
3
4
5
6
4x6
2x4 2x4
2x4
9-4-8
9-4-8
4-8-4
4-8-4
9-4-8
4-8-4
0-6-16-1-60-1-100-6-10-1-1016.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.47
0.15
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.02
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 33 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 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=238/8-4-15, 4=238/8-4-15, 6=230/8-4-15
Max Uplift 2=-62(LC 4), 4=-62(LC 4)
Max Grav 2=274(LC 8), 4=274(LC 8), 6=252(LC 3)
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) 2, 4.
6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
PB4
Truss Type
SPECIAL
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032490
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cyLbNujQYLd_vY0fUiUQ9N4dECS10qpI4Jg0ZgzAamc
Scale = 1:9.2
1
2
3
4
5
3x4
2x4 2x4
2-1-8
2-1-8
1-0-12
1-0-12
2-1-8
1-0-12
0-6-11-3-60-1-100-6-10-1-1016.00 12
Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [3:Edge,0-3-3], [4:0-2-13,0-1-0]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.01
0.01
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
4
4
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 5 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=63/1-1-15, 4=63/1-1-15
Max Uplift 2=-5(LC 4), 4=-5(LC 4)
Max Grav 2=67(LC 8), 4=67(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) 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) 2, 4.
6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
Q
Truss Type
Monopitch
Qty
16
Ply
1
EATON C
Job Reference (optional)
I30032491
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cyLbNujQYLd_vY0fUiUQ9N4XdCLD0eAI4Jg0ZgzAamc
Scale: 1/2"=1’
2
3
4
51
6
6x12
3x4
4x6
4x9
4-9-4
4-9-4
13-11-8
9-2-4
4-9-4
4-9-4
9-2-10
4-5-6
13-11-8
4-8-14
0-5-33-11-12-5-91-5-82-11-11-0-03.00 12
Plate Offsets (X,Y)-- [3:0-5-12,0-3-0], [5:0-5-7,0-1-7]
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
0.43
0.51
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.45
0.12
(loc)
2
2-5
5
l/defl
>881
>361
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 61 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 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=539/0-9-4, 5=538/0-1-8
Max Horz 1=68(LC 6)
Max Uplift 1=-100(LC 6), 5=-114(LC 6)
Max Grav 1=561(LC 9), 5=621(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1577/404
BOT CHORD 2-5=-407/1603
WEBS 3-5=-1588/453
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, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=100, 5=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.
June 2,2017
Job
1700473
Truss
QG
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032492
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-49vzbEk2JflrXibr1P?fhbdjVclilGcSJzPa56zAamb
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
10
17 16 15 14 13 12 11
18
3x4
3x4
13-11-8
13-11-8
-0-11-4
0-11-4
13-11-8
13-11-8
0-5-33-11-13.00 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-S
0.36
0.24
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
0.06
0.00
(loc)
1
1
11
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, 12, 13, 14, 15, 17 except 16=-203(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16 except 2=251(LC 9), 17=590(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-17=-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, 12, 13, 14, 15,
17 except (jt=lb) 16=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.
June 2,2017
Job
1700473
Truss
QG1
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032493
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-49vzbEk2JflrXibr1P?fhbdlscmAlH3SJzPa56zAamb
Scale = 1:9.8
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
0-5-31-5-13.00 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
0.21
0.15
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.
June 2,2017
Job
1700473
Truss
T01
Truss Type
ROOF SPECIAL SUPPORT
Qty
3
Ply
1
EATON C
Job Reference (optional)
I30032494
8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:25:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-O4ZWx_NR9I3AsEOckdbEaFt5_XlcWzoUxJaZ_PzAKvs
Scale = 1:24.6
1
2 3 4 5
7 6
98
2x4
6x10
4x6
6x10
2x4
2x4
3-0-0
3-0-0
-1-0-0
1-0-0
0-8-0
0-8-0
1-6-0
0-10-0
2-4-0
0-10-0
3-0-0
0-8-0
4-0-0
1-0-0
5-1-45-5-155-8-05-1-47.00 12 2.50 12
Plate Offsets (X,Y)-- [1:0-3-3,0-0-0], [1:0-6-9,0-2-7], [2:0-1-7,0-2-7], [4:0-1-7,0-2-7], [4:0-6-9,0-2-7], [5:0-3-3,0-0-0], [9:0-0-14,0-1-8]
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
0.06
0.03
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x6 SPF No.2 *Except*
1-9: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 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)7=102/5-0-0, 6=102/5-0-0
Max Uplift 7=-22(LC 6), 6=-22(LC 6)
Max Grav 7=108(LC 12), 6=108(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) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 7 and 22 lb uplift at
joint 6.
10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
THIS COMPONENT IS TO BE USED IN
CONJUNCTION WITH A RIGID DIAPHRAGM.
THIS DIAPHRAGM MUST BE CAPABLE OF
TRANSFERRING ROOF LOADS TO THE GROUND
WITH NEGLIGIBLE LATERAL DEFLECTIONS.
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.
June 2,2017
Job
1700473
Truss
T02
Truss Type
ROOF SPECIAL SUPPORT
Qty
3
Ply
1
EATON C
Job Reference (optional)
I30032495
8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:25:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-VarRgQXb5IiKwEu6?sKHc?vJpmBi3rGPwrDlx9zAKvf
Scale = 1:13.9
1
2
3 4
5
8 7 6
2x4
2x4
4x6
4x6
4x6
2x4
2x4 2x4
3-0-0
3-0-0
-1-0-0
1-0-0
0-8-0
0-8-0
1-6-0
0-10-0
2-4-0
0-10-0
3-0-0
0-8-0
4-0-0
1-0-0
2-5-42-9-153-0-02-5-47.00 12
2.50 12
Plate Offsets (X,Y)-- [2:0-1-15,0-0-2], [4:0-1-15,0-0-2]
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
0.05
0.03
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 17 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=50/5-0-0, 6=50/5-0-0, 7=117/5-0-0
Max Uplift 8=-25(LC 6), 6=-25(LC 6)
Max Grav 8=64(LC 12), 6=64(LC 12), 7=117(LC 1)
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) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 8 and 25 lb uplift at
joint 6.
10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
THIS COMPONENT IS TO BE USED IN
CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF
TRANSFERRING ROOF LOADS TO THE GROUND
WITH NEGLIGIBLE LATERAL DEFLECTIONS.
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.
June 2,2017
Job
1700473
Truss
V1
Truss Type
Valley
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032496
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-1X1j0wlJrG?Zm0lE9q27m0i3XQSkDBikmHugA_zAamZ
Scale = 1:16.9
1
2
3
4
5
6
2x4
4x6
2x4 2x4
9-4-8
9-4-8
4-8-4
4-8-4
9-4-8
4-8-4
2-4-26.00 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-S
0.33
0.14
0.06
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: 23 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.(lb/size)1=148/9-4-8, 3=148/9-4-8, 4=355/9-4-8
Max Uplift 1=-39(LC 6), 3=-39(LC 6), 4=-50(LC 6)
Max Grav 1=150(LC 11), 3=150(LC 11), 4=356(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.
June 2,2017
Job
1700473
Truss
V2
Truss Type
Valley
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032497
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoTzD6vh431EbNnEtzAamX
Scale = 1:8.8
1
2
3
2x4
3x4
2x4
4-8-8
4-8-8
2-4-4
2-4-4
4-8-8
2-4-4
1-2-26.00 12
Plate Offsets (X,Y)-- [2:0-2-0,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
0.07
0.22
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: 10 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 4-8-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=139/4-8-8, 3=139/4-8-8
Max Uplift 1=-37(LC 6), 3=-37(LC 6)
Max Grav 1=143(LC 11), 3=143(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.
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.
June 2,2017
Job
1700473
Truss
V3
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032498
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-R6isexnB8BN8dTUpqybqOeKaBdSWQVDBTF7KnJzAamW
Scale = 1:36.0
1
2 3 4 5
6
7
12
11
10 9 8
3x4
3x4
3x4
6x6
6-6-7
6-6-7
15-1-2
8-6-11
3-1-7
3-1-7
6-6-7
3-5-0
10-2-15
3-8-8
15-1-2
4-10-3
6-3-16-5-92-3-102-3-106-3-116.00 12
Plate Offsets (X,Y)-- [2:0-4-2,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
0.36
0.20
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.03
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 62 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3 *Except*
7-10: 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 2-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 15-1-2.
(lb) - Max Horz 1=-71(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8 except 11=-117(LC 4),
10=-148(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9 except 12=252(LC
1), 8=378(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-8=-270/77
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) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8 except
(jt=lb) 11=117, 10=148.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 12.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
V4
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032499
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-R6isexnB8BN8dTUpqybqOeKYkdRLQTWBTF7KnJzAamW
Scale = 1:45.1
1
2 3 4
5
6
10 9
8 7
3x4
4x6
3x4
2x4
2x4
2x4
2x4
6x6
2x4
2x4
5-7-15
5-7-15
13-4-2
7-8-3
4-2-15
4-2-15
5-7-15
1-5-0
7-4-7
1-8-8
13-4-2
5-11-11
7-9-17-11-92-3-102-3-107-9-116.00 12
Plate Offsets (X,Y)-- [2:0-4-2,Edge], [4:0-4-2,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
0.46
0.27
0.31
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.03
(loc)
-
-
6
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 Stud/No.3 *Except*
4-6: 2x4 SPF No.2
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, except
2-0-0 oc purlins (10-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 8-9.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-4-2.
(lb) - Max Horz 1=-73(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 1=-149(LC 4), 9=-186(LC
5), 7=-146(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9, 8 except 10=310(LC 1),
7=511(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-238/254
WEBS 5-7=-370/160
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) Provide adequate drainage to prevent water ponding.
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) Bearing at joint(s) 9 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) 6, 8 except (jt=lb)
1=149, 9=186, 7=146.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 10.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
V5
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032500
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-vJGErHopuVV?Fd2?Og63xstgO1n99zqKhvsuJmzAamV
Scale = 1:55.2
1
2
3
4
7
6 5
3x4
4x6
3x4
2x4
2x4 2x4
2x4
4-9-7
4-9-7
11-7-2
6-9-11
4-11-3
4-11-3
11-7-2
6-7-15
8-10-92-3-102-3-1016.00 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-S
0.65
0.30
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.02
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3 *Except*
2-4: 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3 *Except*
2-6: 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 11-7-2.
(lb) - Max Horz 1=-75(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 4, 7 except 1=-209(LC 4), 5=-249(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 1=303(LC 7), 7=359(LC 4), 5=469(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-250/281, 2-3=-258/308
BOT CHORD 2-7=-348/143
WEBS 3-5=-384/289
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) 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 capable of withstanding 100 lb uplift at joint(s) 4, 7 except (jt=lb)
1=209, 5=249.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
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.
June 2,2017
Job
1700473
Truss
V6
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032501
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-vJGErHopuVV?Fd2?Og63xstkB1on9zlKhvsuJmzAamV
Scale = 1:50.1
1
2
3
4
7
6 5
2x8
4x6
2x4
2x4
2x4 2x4
2x4
3-10-15
3-10-15
9-10-2
5-11-3
4-0-11
4-0-11
9-10-2
5-9-7
7-8-92-3-102-3-1016.00 12
Plate Offsets (X,Y)-- [1:0-4-6,0-1-0]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.41
0.20
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 39 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3 *Except*
2-4: 2x4 SPF No.2
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.All bearings 9-10-2.
(lb) - Max Horz 1=-78(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 4, 7 except 1=-190(LC 4), 5=-256(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 1=259(LC 7), 7=305(LC 4), 5=463(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-218/252, 2-3=-231/261
BOT CHORD 2-7=-296/123
WEBS 3-5=-389/303
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) 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 capable of withstanding 100 lb uplift at joint(s) 4, 7 except (jt=lb)
1=190, 5=256.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
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.
June 2,2017
Job
1700473
Truss
V7
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032502
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NVqc3dpRfodrsndByNdIT3QsbR6BuRoUwZcRrCzAamU
Scale = 1:47.2
1
2
3
5
4
2x4
4x8 MT18HS
2x8
2x4
2x4
3-0-7
3-0-7
8-1-2
5-0-11
3-2-3
3-2-3
8-1-2
4-10-15
6-6-92-3-102-3-1016.00 12
Plate Offsets (X,Y)-- [2:Edge,0-2-0], [3:0-4-6,0-1-0]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.56
0.38
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
MT18HS
Weight: 30 lb FT = 0%
GRIP
197/144
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 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 8-1-2.
(lb) - Max Horz 1=-81(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-141(LC 4), 3=-124(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4 except 3=267(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) All plates are MT20 plates unless otherwise indicated.
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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
1=141, 3=124.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
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.
June 2,2017
Job
1700473
Truss
V8
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032503
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NVqc3dpRfodrsndByNdIT3QtyR9_uRHUwZcRrCzAamU
Scale = 1:30.9
1
2 3 4
5
8
7 6
2x4
3x4
2x4
2x4
2x4
2x4
2x4
4x6
2-1-15
2-1-15
6-4-2
4-2-3
1-9-9
1-9-9
2-1-15
0-4-6
2-9-13
0-7-14
6-4-2
3-6-4
4-6-104-8-62-3-102-3-104-6-1016.00 12
Plate Offsets (X,Y)-- [2:0-1-6,0-1-8], [4:0-4-0,0-2-8]
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-P
0.47
0.13
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 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, except
2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-4-2.
(lb) - Max Horz 1=-85(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 8, 7, 6 except 1=-141(LC 4),
5=-120(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8, 6
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) Provide adequate drainage to prevent water ponding.
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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7, 6 except
(jt=lb) 1=141, 5=120.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
V9
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032504
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rhO_Gzq3Q6liUxCOV59X0Hy8QqWfdu2d9DL?NezAamT
Scale = 1:14.7
1 2
3
4
2x4
2x4 3x4
2x4
3-3-11
3-3-11
1-6-6
1-6-6
3-3-11
1-9-4
2-2-102-4-62-2-1016.00 12
Plate Offsets (X,Y)-- [2:0-1-6,0-1-8]
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-R
0.11
0.11
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: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins,
except end verticals, and 2-0-0 oc purlins: 1-2.
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=115/3-3-11, 3=115/3-3-11
Max Horz 4=-14(LC 4)
Max Uplift 4=-35(LC 4), 3=-19(LC 4)
Max Grav 4=118(LC 7), 3=127(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) Provide adequate drainage to prevent water ponding.
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) 4, 3.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
June 2,2017
Job
1700473
Truss
V10
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032505
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-1X1j0wlJrG?Zm0lE9q27m0i?GQS5DAhkmHugA_zAamZ
Scale = 1:44.1
1
2
3
42x8
4x6
2x8
2x4
9-8-1
9-8-1
4-10-0
4-10-0
9-8-1
4-10-0
6-5-616.00 12
Plate Offsets (X,Y)-- [1:0-4-6,0-1-0], [3:0-4-6,0-1-0]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.60
0.18
0.12
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: 35 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.(lb/size)1=218/9-8-1, 3=218/9-8-1, 4=291/9-8-1
Max Uplift 1=-40(LC 4), 3=-40(LC 4), 4=-11(LC 4)
Max Grav 1=245(LC 7), 3=245(LC 7), 4=327(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, 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.
June 2,2017
Job
1700473
Truss
V11
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032506
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Vkb5DGmxca7QOAKQjXZMJDFAjpmzyeru?xeEiRzAamY
Scale = 1:34.6
1
2
3
42x4
4x6
2x4
2x4
7-11-1
7-11-1
3-11-8
3-11-8
7-11-1
3-11-8
5-3-616.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
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
0.62
0.20
0.06
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: 28 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=188/7-11-1, 3=188/7-11-1, 4=211/7-11-1
Max Uplift 1=-57(LC 4), 3=-57(LC 4)
Max Grav 1=222(LC 7), 3=222(LC 7), 4=223(LC 3)
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.
June 2,2017
Job
1700473
Truss
V12
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032507
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Vkb5DGmxca7QOAKQjXZMJDFExpoIyeLu?xeEiRzAamY
Scale = 1:28.9
1
2
3
42x4
4x6
2x4 2x4
6-2-1
6-2-1
3-1-0
3-1-0
6-2-1
3-1-0
4-1-616.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
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
0.35
0.12
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: 22 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=143/6-2-1, 3=143/6-2-1, 4=161/6-2-1
Max Uplift 1=-48(LC 4), 3=-48(LC 4)
Max Grav 1=171(LC 7), 3=171(LC 7), 4=170(LC 3)
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.
June 2,2017
Job
1700473
Truss
V13
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032508
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoSiD9Vh4q1EbNnEtzAamX
Scale = 1:17.6
1
2
3
4
2x4
4x6
2x4 2x4
4-5-1
4-5-1
2-2-8
2-2-8
4-5-1
2-2-8
2-11-616.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
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
0.16
0.06
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: 15 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 4-5-1 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=98/4-5-1, 3=98/4-5-1, 4=110/4-5-1
Max Uplift 1=-34(LC 4), 3=-34(LC 4)
Max Grav 1=118(LC 7), 3=118(LC 7), 4=117(LC 3)
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.
June 2,2017
Job
1700473
Truss
V14
Truss Type
VALLEY
Qty
1
Ply
1
EATON C
Job Reference (optional)
I30032509
8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoUUD8Fh431EbNnEtzAamX
Scale = 1:11.8
1
2
3
2x4
3x4
2x4
2-8-1
2-8-1
1-4-0
1-4-0
2-8-1
1-4-0
1-9-616.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-3]
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-P
0.04
0.07
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 2-8-1 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=84/2-8-1, 3=84/2-8-1
Max Uplift 1=-15(LC 4), 3=-15(LC 4)
Max Grav 1=95(LC 7), 3=95(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.
June 2,2017
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.