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.
Galinski, John
ST. MICHAELS C
Pages or sheets covered by this seal: I28368878 thru I28368914
My license renewal date for the state of Indiana is July 31, 2018.
1600718
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:
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
November 23,2016
Job
1600718
Truss
A
Truss Type
COMMON
Qty
10
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368878
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:49 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-4dtaD1Qy65weiDi2iIN?I_IiueqUZmgk3nRUz2yGaAW
Scale = 1:73.8
1 2
3
4
5
6
7
8
9
10
16 15 14 13 12 11
17 18
3x6
5x6
3x6
5x6
4x6 3x4
2x4
3x4
3x8
3x4
3x4
4x6
3x8
3x6
3x6
9-6-10
9-6-10
19-8-8
10-1-14
28-3-14
8-7-6
38-0-0
9-8-2
-0-11-4
0-11-4
6-8-3
6-8-3
13-2-6
6-6-3
19-8-8
6-6-3
25-8-8
6-0-0
31-8-8
6-0-0
38-0-0
6-3-8
0-6-612-0-61-4-57.00 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
0.80
0.97
0.71
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.60
0.13
(loc)
11-12
14-16
11
l/defl
>999
>753
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 171 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-16,9-12,10-11,9-11: 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 2-16.
WEBS 1 Row at midpt 5-14, 7-14, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1574/0-3-8, 11=1507/Mechanical
Max Horz 2=20(LC 6)
Max Uplift 2=-120(LC 6), 11=-85(LC 6)
Max Grav 2=1694(LC 12), 11=1655(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2684/182, 3-5=-2499/209, 5-6=-1740/230, 6-7=-1734/232, 7-9=-2185/204,
9-10=-360/79, 10-11=-337/74
BOT CHORD 2-16=-85/2196, 14-16=-1/1742, 12-14=0/1613, 11-12=-61/1795
WEBS 3-16=-365/148, 5-16=0/572, 5-14=-773/155, 6-14=-121/1276, 7-14=-615/137,
7-12=0/347, 9-11=-2010/103
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=120.
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.
November 23,2016
Job
1600718
Truss
A1G
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368879
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:51 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-0??LejSDejAMxXrRqjPTNPOD7Sjr1pC1X4wb1wyGaAU
Scale = 1:73.2
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
12
3
4
5
6
7
8
9 10 11
12
13
14
15
16
17 18
19
20
21 22
23
24
25
26
27
28
29
30
31
32
62 61 60 59 58 57 56 55 54 53
52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33
63
3x6
5x6
3x6
3x8
3x6 5x6
38-0-0
38-0-0
-0-11-4
0-11-4
19-8-8
19-8-8
38-0-0
18-3-8
0-6-612-0-61-4-57.00 12
Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [44:0-0-0,0-1-12], [45:0-2-8,0-0-4], [45:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.11
0.08
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
33
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 289 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 *Except*
17-48,16-49,15-50,14-51,13-52,18-47,19-46,20-45,21-43: 2x4 SPF No.2
WEDGE
Left: 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.
WEBS 1 Row at midpt 17-48, 16-49, 15-50, 14-51, 13-52, 18-47,
19-46, 20-45, 21-43
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 38-0-0.
(lb) - Max Horz 2=20(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 33, 2, 50, 51, 52, 54, 55, 56, 57,
58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except
48=-117(LC 7), 34=-123(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 33, 2, 48, 49, 50, 51, 52, 54, 55,
56, 57, 58, 59, 60, 61, 62, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35,
34
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-230/267, 16-17=-235/275, 17-18=-235/275, 18-19=-230/267
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 2, 50, 51, 52,
54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 48=117, 34=123.
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.
November 23,2016
Job
1600718
Truss
AG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368880
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-UBYjr2TrP0IDZhQdNRxivcwBvstHm69Amkg8aNyGaAT
Scale = 1:73.8
Sheet Front
Right Option 1-1-1
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9
10
17 16 15 14 13 11
36 37
12
3x6
5x6
5x6
4x6 3x4
3x4
3x8
3x4
3x4
4x6
4x6
3x6
3x6
5x6
3x6
9-6-10
9-6-10
19-8-8
10-1-14
28-3-14
8-7-6
36-0-0
7-8-2
36-10-15
0-10-15
38-0-0
1-1-1
-0-11-4
0-11-4
6-8-3
6-8-3
13-2-6
6-6-3
18-0-0
4-9-10
19-8-8
1-8-8
25-8-8
6-0-0
31-8-8
6-0-0
38-0-0
6-3-8
0-6-612-0-61-4-57.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [8:0-3-0,0-3-0], [9:0-0-9,0-2-0]
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
0.94
0.83
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.54
0.12
(loc)
15-17
15-17
11
l/defl
>999
>787
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 221 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S 1650F 1.6E *Except*
14-16: 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-17,9-13,10-11,9-11: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
18-19: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-15, 7-15, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1566/0-3-8, 11=1362/2-3-8, 12=153/0-3-8
Max Horz 2=20(LC 6)
Max Uplift 2=-124(LC 6), 11=-156(LC 6)
Max Grav 2=1686(LC 12), 11=1505(LC 12), 12=280(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2667/189, 3-5=-2483/217, 5-6=-1726/237, 6-7=-1719/239, 7-9=-2134/227,
9-10=-266/129, 10-11=-289/99
BOT CHORD 2-17=-91/2181, 15-17=-8/1729, 13-15=0/1583, 12-13=-84/1748, 11-12=-84/1748
WEBS 3-17=-364/147, 5-17=0/570, 5-15=-773/155, 6-15=-129/1261, 7-15=-585/151,
7-13=-12/271, 9-11=-2053/78
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=124, 11=156.
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.
November 23,2016
Job
1600718
Truss
B
Truss Type
COMMON
Qty
5
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368881
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:53 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-yO653OUTAKQ4Bq?px8SxSqTQDFDSVgJK_OPi6pyGaAS
Scale = 1:68.4
1 2
3
4
5
6
7
8
9
10
11
16 15 14 13 12
17 183x6
5x6
3x6
5x6
3x6 3x8
3x4
3x4
2x4
3x4
3x4
2x4
5x6
3x6
9-1-0
9-1-0
18-0-0
8-11-0
26-11-0
8-11-0
36-0-0
9-1-0
-0-11-4
0-11-4
6-1-6
6-1-6
12-0-11
5-11-5
18-0-0
5-11-5
23-11-5
5-11-5
29-10-10
5-11-5
36-0-0
6-1-6
36-11-4
0-11-4
0-6-611-0-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [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
0.65
0.84
0.29
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.50
0.13
(loc)
10-12
10-12
10
l/defl
>999
>857
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 153 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*
6-14,7-14,5-14: 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 3-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-14, 5-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8
Max Uplift 2=-115(LC 6), 10=-115(LC 6)
Max Grav 2=1606(LC 12), 10=1606(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2533/174, 3-5=-2346/191, 5-6=-1694/214, 6-7=-1694/214, 7-9=-2346/191,
9-10=-2533/174
BOT CHORD 2-16=-64/2074, 14-16=0/1681, 12-14=0/1681, 10-12=-64/2074
WEBS 6-14=-110/1255, 7-14=-702/138, 7-12=0/490, 9-12=-326/134, 5-14=-702/138,
5-16=0/490, 3-16=-326/134
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=115, 10=115.
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.
November 23,2016
Job
1600718
Truss
BG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368882
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-QagTGkU5xeYxo_a0VrzA?10jyfleEAETD29FeFyGaAR
Scale = 1:68.4
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9
10
11 12
13
14
15
16
17
18
19
20
21
2223
24
25
26
27
28
29
54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30
55
563x6
5x6
3x6
3x8
3x6
3x8
3x6
36-0-0
36-0-0
-0-11-4
0-11-4
18-0-0
18-0-0
36-0-0
18-0-0
36-11-4
0-11-4
0-6-611-0-60-6-67.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-3,0-6-0], [2:0-0-9,0-1-0], [9:0-1-10,Edge], [21:0-1-10,Edge], [28:0-0-9,0-1-0], [28:0-1-3,0-6-0], [28:0-3-8,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
0.14
0.07
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.01
(loc)
29
29
28
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 250 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3 *Except*
15-42,14-43,13-44,12-45,16-41,17-40,18-39: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 15-42, 14-43, 13-44, 12-45, 16-41, 17-40,
18-39
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 36-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52,
53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30
Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 44, 45, 46, 48, 49, 50,
51, 52, 53, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31, 28 except 54=319(LC 12),
30=319(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 44, 45, 46,
48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30.
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.
November 23,2016
Job
1600718
Truss
C
Truss Type
COMMON
Qty
4
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368883
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-vmEsU4VjixgoQ89C3ZUPXFYs23wIzZpcSiupAiyGaAQ
Scale = 1:65.2
1
2
3
4
5
6
7
8
9
10
11
12
3x4
4x6
3x4
3x8
3x4
3x4
5x9
2x4 2x4
3x8
3x4
3x4
10-0-0
10-0-0
20-0-0
10-0-0
-0-11-4
0-11-4
5-1-12
5-1-12
10-0-0
4-10-4
14-10-4
4-10-4
20-0-0
5-1-12
20-11-4
0-11-4
0-9-010-9-00-9-012.00 12
Plate Offsets (X,Y)-- [2:0-4-1,Edge], [10:0-4-1,Edge], [12:0-4-8,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.31
0.81
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.50
0.02
(loc)
2-12
10-12
10
l/defl
>999
>485
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 94 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*
6-12: 2x4 SPF No.2
SLIDER Left 2x4 SPF Stud/No.3 3-7-3, Right 2x4 SPF Stud/No.3 3-7-3
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=856/0-3-8, 10=856/0-3-8
Max Uplift 2=-75(LC 4), 10=-75(LC 4)
Max Grav 2=911(LC 8), 10=911(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-956/107, 4-6=-807/157, 6-8=-807/157, 8-10=-956/107
BOT CHORD 2-12=0/580, 10-12=0/580
WEBS 6-12=-122/700, 8-12=-317/172, 4-12=-317/172
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) 2, 10.
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.
November 23,2016
Job
1600718
Truss
C1
Truss Type
COMMON
Qty
2
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368884
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-vmEsU4VjixgoQ89C3ZUPXFYsy3wBzZocSiupAiyGaAQ
Scale = 1:65.2
1
2
3
4
5
6
7
8
9
10
11
3x4
4x6
3x4
3x8
3x4
3x4
5x9
2x4 2x4
3x8
3x4
3x4
10-0-0
10-0-0
20-0-0
10-0-0
5-1-12
5-1-12
10-0-0
4-10-4
14-10-4
4-10-4
20-0-0
5-1-12
20-11-4
0-11-4
0-9-010-9-00-9-012.00 12
Plate Offsets (X,Y)-- [1:0-4-1,Edge], [9:0-4-1,Edge], [11:0-4-8,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.31
0.82
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.51
0.02
(loc)
1-11
1-11
9
l/defl
>999
>471
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 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-11: 2x4 SPF No.2
SLIDER Left 2x4 SPF Stud/No.3 3-7-3, Right 2x4 SPF Stud/No.3 3-7-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-11 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=799/0-3-8, 9=858/0-3-8
Max Horz 1=-23(LC 4)
Max Uplift 1=-44(LC 4), 9=-76(LC 4)
Max Grav 1=877(LC 8), 9=912(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-957/109, 3-5=-808/159, 5-7=-808/159, 7-9=-957/108
BOT CHORD 1-11=0/581, 9-11=0/580
WEBS 5-11=-125/702, 7-11=-317/173, 3-11=-319/176
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) 1, 9.
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.
November 23,2016
Job
1600718
Truss
CG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368885
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:56 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-NzoEhQWLTFof2IkOcG?e4S52bTRPi2QmgMeMj8yGaAP
Scale = 1:68.0
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
36
39
37
40
38
41
3x8
3x4
4x6
3x4
3x8
3x4
20-0-0
20-0-0
-0-11-4
0-11-4
10-0-0
10-0-0
20-0-0
10-0-0
20-11-4
0-11-4
0-9-010-9-00-9-012.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [18:0-4-4,0-1-8], [35:0-0-0,0-1-12], [35:0-4-0,0-1-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.19
0.12
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.00
0.00
(loc)
19
18
20
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 147 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 *Except*
9-28,11-26: 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.
JOINTS 1 Brace at Jt(s): 36, 37, 38, 39, 40
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 35, 20, 30, 31, 32, 33, 25, 24, 23,
22 except 34=-121(LC 4), 21=-121(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 35, 20, 28, 30, 31, 32, 33, 34,
26, 25, 24, 23, 22, 21, 27
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 20, 30, 31,
32, 33, 25, 24, 23, 22 except (jt=lb) 34=121, 21=121.
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.
November 23,2016
Job
1600718
Truss
CGR
Truss Type
COMMON
Qty
1
Ply
2
ST. MICHAELS C
Job Reference (optional)
I28368886
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:57 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-r9McvmX_EZwWfSJaA_Wtcge8lsdRRSOvv0NvFayGaAO
Scale = 1:67.9
1
2
3
4
5
6
7
8
12 11 10 91314151617 18 19
3x4
4x6
3x4
3x6
4x6 4x9
3x6
2x4
3x6
3x10
3x10
5-4-4
5-4-4
10-3-8
4-11-4
15-2-12
4-11-4
20-3-8
5-0-12
5-4-4
5-4-4
10-3-8
4-11-4
15-2-12
4-11-4
20-3-8
5-0-12
21-2-12
0-11-4
0-5-810-9-00-9-012.00 12
Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [7:0-0-12,0-0-12], [7:0-1-7,0-3-13], [7:0-5-8,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
0.55
0.64
0.41
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.13
0.03
(loc)
10-12
10-12
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 220 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 *Except*
4-10: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=3860/0-3-8, 7=3518/0-3-8
Max Horz 1=-27(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3974/0, 2-4=-2663/108, 4-6=-2662/106, 6-7=-3936/0
BOT CHORD 1-12=0/2716, 10-12=0/2716, 9-10=0/2610, 7-9=0/2610
WEBS 4-10=-55/3334, 6-10=-1201/108, 6-9=0/1599, 2-10=-1350/112, 2-12=0/1650
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) 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.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 576 lb down at 0-1-12, 563 lb
down at 2-4-4, 563 lb down at 4-4-4, 563 lb down at 6-4-4, 563 lb down at 8-4-4, 563 lb down at 10-4-4, 563 lb down at 12-4-4,
563 lb down at 14-4-4, and 563 lb down at 16-4-4, and 563 lb down at 18-4-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-8=-60, 1-7=-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.
November 23,2016
Job
1600718
Truss
CGR
Truss Type
COMMON
Qty
1
Ply
2
ST. MICHAELS C
Job Reference (optional)
I28368886
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:57 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-r9McvmX_EZwWfSJaA_Wtcge8lsdRRSOvv0NvFayGaAO
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 1=-576(B) 11=-563(B) 10=-563(B) 7=-67 13=-563(B) 14=-563(B) 15=-563(B) 16=-563(B) 17=-563(B) 18=-563(B) 19=-563(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
1600718
Truss
DG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368887
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:57 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-r9McvmX_EZwWfSJaA_WtcgeEBsndRT_vv0NvFayGaAO
Scale = 1:44.6
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
4x6
12-4-8
12-4-8
-0-11-4
0-11-4
6-2-4
6-2-4
12-4-8
6-2-4
13-3-12
0-11-4
1-9-07-11-41-9-012.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.14
0.06
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
13
12
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 86 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 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 12-4-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=-129(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=332(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-169/265, 7-8=-169/265
WEBS 7-19=-317/155
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21,
22, 23, 18, 17, 16, 15 except (jt=lb) 19=129.
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.
November 23,2016
Job
1600718
Truss
DGR
Truss Type
COMMON
Qty
1
Ply
2
ST. MICHAELS C
Job Reference (optional)
I28368888
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:58 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-JLw_66Xc?s2NHcunkh169tAP_G12ApJ38g7Tn0yGaAN
Scale = 1:48.7
1
2
3
4
5
6
11 10 9 8 712131415
4x12
4x6
2x8 2x8 6x6
3x6
10x10
3x6
6x6
4x12
0-4-8
0-4-8
3-2-14
2-10-6
6-2-4
2-11-6
9-1-10
2-11-6
12-4-8
3-2-14
3-2-14
3-2-14
6-2-4
2-11-6
9-1-10
2-11-6
12-4-8
3-2-14
13-3-12
0-11-4
1-9-07-11-41-9-012.00 12
Plate Offsets (X,Y)-- [8:0-3-0,0-4-4], [10:0-3-0,0-4-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.14
0.43
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.01
(loc)
9-10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 192 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*
1-11,5-7: 2x8 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)11=5554/0-3-8, 7=4419/0-3-8
Max Horz 11=-56(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3440/0, 2-3=-2801/31, 3-4=-2799/30, 4-5=-3427/0, 1-11=-3689/0, 5-7=-3717/0
BOT CHORD 9-10=0/2378, 8-9=0/2360, 7-8=0/258
WEBS 1-10=0/2493, 2-10=0/939, 2-9=-772/66, 3-9=0/3683, 4-9=-738/71, 4-8=0/913,
5-8=0/2400
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, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) This truss has been designed for 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.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1494 lb down at 0-3-10, 1487 lb
down at 2-5-4, 1487 lb down at 4-5-4, 1487 lb down at 6-5-4, 1487 lb down at 8-5-4, and 1487 lb down at 10-5-4, and 25 lb down
and 64 lb up at 12-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20
Concentrated Loads (lb)
Vert: 11=-1494(B) 7=-25 9=-1487(B) 12=-1487(B) 13=-1487(B) 14=-1487(B) 15=-1487(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.
November 23,2016
Job
1600718
Truss
EG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368889
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:58 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-JLw_66Xc?s2NHcunkh169tANfG5BA_m38g7Tn0yGaAN
Scale = 1:18.1
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
5 4
6
2x4
2x4
2x4 2x4
2x4
5-11-8
5-11-8
0-5-62-11-35.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.29
0.16
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 19 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)1=148/5-11-8, 4=-96/5-11-8, 5=412/5-11-8
Max Horz 1=36(LC 6)
Max Uplift 1=-21(LC 6), 4=-112(LC 11), 5=-150(LC 6)
Max Grav 1=155(LC 11), 4=51(LC 6), 5=435(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-331/212
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) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
4=112, 5=150.
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.
November 23,2016
Job
1600718
Truss
F
Truss Type
MONO TRUSS
Qty
5
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368890
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:59 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-nYUMJSYEmAAEvlSzIPZLh5jUmgP_vSGCNKs0KTyGaAM
Scale = 1:18.9
1
2
3
4
2x4
2x4
2x4
5-11-8
5-11-8
5-11-8
5-11-8
0-5-62-11-35.00 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
0.52
0.32
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.00
(loc)
1-3
1-3
3
l/defl
>999
>487
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
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)1=219/0-11-4, 3=219/0-3-8
Max Horz 1=36(LC 6)
Max Uplift 1=-48(LC 6), 3=-65(LC 6)
Max Grav 1=230(LC 11), 3=232(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) 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.
November 23,2016
Job
1600718
Truss
FG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368891
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:29:59 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-nYUMJSYEmAAEvlSzIPZLh5jZTgRwvSGCNKs0KTyGaAM
Scale = 1:12.6
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
2x4
2x4
2x4
3-7-8
3-7-8
0-5-61-11-85.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.22
0.13
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 No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-8 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)1=139/3-7-8, 3=139/3-7-8
Max Horz 1=23(LC 6)
Max Uplift 1=-32(LC 6), 3=-43(LC 6)
Max Grav 1=147(LC 11), 3=141(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.
November 23,2016
Job
1600718
Truss
G
Truss Type
SPECIAL
Qty
9
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368892
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:00 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-Fk1lXoZsXUI4Wv19r64aEIGan4g7emnMb_casvyGaAL
Scale = 1:83.1
1 2
3
4
5 6
7
8
9
10
19 18 17 16 15 14
13
12
11
20
21
22 23
24
4x9
7x10 MT18HS
5x6
4x9
3x4 3x6
4x6
2x4 3x6
3x6
3x6 3x4 4x9
4x6
6x12
3x6
5x9
5x6
7-7-5
7-7-5
14-11-2
7-3-13
22-4-1
7-4-15
26-0-0
3-7-15
26-0-8
0-0-8
33-11-4
7-10-12
42-0-0
8-0-12
-0-11-4
0-11-4
7-7-5
7-7-5
14-11-2
7-3-13
22-4-1
7-4-15
26-0-8
3-8-7
33-11-4
7-10-12
42-0-0
8-0-12
2-3-811-0-012-0-00-6-61-0-012-0-07.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-4-8,Edge], [5:0-6-8,0-2-0], [6:0-3-8,0-2-8], [8:0-4-8,Edge], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3], [14:0-8-8,0-4-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.89
0.58
0.62
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.27
0.04
(loc)
11-13
10-11
10
l/defl
>999
>705
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 217 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6: 2x4 SP 2400F 2.0E, 1-4,8-10: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2 *Except*
14-17: 2x4 SPF-S 1650F 1.6E
WEBS 2x4 SPF No.2 *Except*
3-18,11-14,9-11,2-19,2-18: 2x4 SPF Stud/No.3
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 7-13, 3-16, 5-15, 6-15, 9-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)19=1046/0-3-8, 14=1835/0-3-8, 10=528/Mechanical
Max Horz 19=41(LC 7)
Max Uplift 19=-92(LC 6), 14=-124(LC 6), 10=-27(LC 6)
Max Grav 19=1350(LC 18), 14=2410(LC 18), 10=613(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1473/125, 3-5=-993/175, 5-6=-379/162, 6-7=-446/169, 7-9=0/475, 9-10=-732/56,
2-19=-1280/130
BOT CHORD 16-18=0/1163, 15-16=0/660, 14-15=-344/162, 10-11=0/565
WEBS 7-14=-1865/126, 3-16=-711/117, 5-16=0/614, 5-15=-830/45, 6-15=-300/9, 7-15=0/1004,
11-14=0/568, 9-14=-974/138, 9-11=0/338, 2-18=0/1070
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10 except
(jt=lb) 14=124.
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.
November 23,2016
Job
1600718
Truss
G1
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368893
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:01 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-jwb7k7aUInQx83cMPqbpnWolnU0LNDaVqeL7OLyGaAK
Scale = 1:78.0
Sheet Front
Left Option 6-0-0
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5 6
7
8
9
10
23 22 21 20 18 17 16 15 14
13
12
11
33
34
35 36
37
19
4x9
7x10 MT18HS
5x6
4x9
3x4 3x6
4x6
3x6
3x6
3x4 3x4 4x9
4x6 6x12
3x6
5x9
5x6
5-8-8
5-8-8
6-0-0
0-3-8
7-7-5
1-7-5
14-11-2
7-3-13
22-4-1
7-4-15
26-0-0
3-7-15
26-0-8
0-0-8
33-11-4
7-10-12
42-0-0
8-0-12
-0-11-4
0-11-4
6-0-0
6-0-0
7-7-5
1-7-5
14-11-2
7-3-13
22-4-1
7-4-15
26-0-8
3-8-7
33-11-4
7-10-12
42-0-0
8-0-12
2-3-811-0-012-0-00-6-61-0-012-0-07.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-4-8,Edge], [5:0-6-8,0-2-0], [6:0-3-8,0-2-8], [8:0-4-8,Edge], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3], [14:0-8-8,0-4-4], [28:0-1-10,0-1-0],
[30:0-1-10,0-1-0]
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
0.87
0.58
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.27
0.03
(loc)
11-13
10-11
10
l/defl
>999
>705
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 236 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
5-6: 2x4 SP 2400F 2.0E, 1-4,8-10: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2 *Except*
14-17: 2x4 SPF-S 1650F 1.6E
WEBS 2x4 SPF No.2 *Except*
3-18,11-14,9-11,2-23,2-18: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 7-13, 3-16, 5-15, 6-15, 9-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-0-0 except (jt=length) 14=0-3-8, 10=Mechanical, 19=0-3-8.
(lb) - Max Horz 23=41(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 10, 20, 22, 19 except 23=-139(LC 6),
14=-126(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 19 except 23=1238(LC
18), 14=2360(LC 18), 10=618(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1325/135, 3-5=-955/176, 5-6=-373/163, 6-7=-438/170, 7-9=0/462, 9-10=-743/56,
2-23=-1173/135
BOT CHORD 16-18=0/1035, 15-16=0/628, 14-15=-333/162, 10-11=0/575
WEBS 7-14=-1812/128, 3-18=-267/76, 3-16=-590/126, 5-16=0/557, 5-15=-784/47, 6-15=-304/8,
7-15=0/958, 11-14=0/577, 9-14=-973/138, 9-11=0/337, 2-18=0/950
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 2x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Refer to girder(s) for truss to truss connections.
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.
November 23,2016
Job
1600718
Truss
G1
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368893
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:02 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-B79VyTa625YomDBYzX62JjLwWtMa6gqe3I5gwoyGaAJ
NOTES-
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 20, 22, 19 except (jt=lb) 23=139, 14=126.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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
1600718
Truss
GG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368894
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:05 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-cireaVd?L0xNdgw7efflxMzbJ5VJJ8p5lGJKX6yGaAG
Scale = 1:76.3
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2 3
4
5
6
7
8
9
10 11
12 13
14 15 16 17 18 19 20 21 22
23
24
25
26 27
28
29
30
31
32
33
34
35
36
69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
48
4746 45 44 43 42 41 40 39 38 37
70
3x6
3x6
3x6
3x6
5x6
5x6
3x8
26-0-8
26-0-8
42-0-0
15-11-8
-0-11-4
0-11-4
14-11-2
14-11-2
22-4-1
7-4-15
26-0-8
3-8-7
42-0-0
15-11-8
2-3-812-0-01-0-00-6-61-0-012-0-07.00 12
Plate Offsets (X,Y)-- [15:0-3-0,0-1-12], [21:0-3-0,0-1-12], [36:0-3-8,Edge], [36:0-1-3,0-6-0], [36:0-0-9,0-1-0], [45:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.13
0.07
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.01
(loc)
1
1
36
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 343 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 *Except*
21-51,20-52,19-53,18-54,17-55,16-56,14-57,13-58,12-60,22-50,23-49,25-46: 2x4 SPF No.2
WEDGE
Right: 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.): 15-21.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 47-48.
1 Row at midpt 24-48
WEBS 1 Row at midpt 21-51, 20-52, 19-53, 18-54, 17-55, 16-56,
14-57, 13-58, 12-60, 22-50, 23-49, 25-46
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 42-0-0.
(lb) - Max Horz 69=41(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 69, 47, 51, 53, 54, 55, 58, 60, 61,
62, 63, 64, 65, 66, 67, 68, 50, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 48
Max Grav All reactions 250 lb or less at joint(s) 69, 47, 51, 52, 53, 54, 55, 56,
57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 50, 49, 46, 45, 44, 43, 42, 41,
40, 39, 38, 37, 36, 48
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 10-12=-190/253, 12-13=-213/280, 13-14=-238/310, 14-15=-218/280, 15-16=-214/281,
16-17=-214/281, 17-18=-214/281, 18-19=-214/281, 19-20=-214/281, 20-21=-214/282,
21-22=-239/311, 22-23=-224/293, 23-24=-200/265
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Bearing at joint(s) 48 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
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.
November 23,2016
Job
1600718
Truss
GG
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368894
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:05 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-cireaVd?L0xNdgw7efflxMzbJ5VJJ8p5lGJKX6yGaAG
NOTES-
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 69, 47, 51, 53, 54, 55, 58, 60, 61, 62, 63, 64, 65, 66, 67,
68, 50, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 48.
13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 69, 51, 52, 53, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 50, 49.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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
1600718
Truss
PB1
Truss Type
SPECIAL
Qty
10
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368895
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:05 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-cireaVd?L0xNdgw7efflxMzbG5VHJAF5lGJKX6yGaAG
Scale = 1:15.0
1
2
3
4
5
6
7
8
4x6
2x4 2x4 2x4
7-4-15
7-4-15
3-8-7
3-8-7
7-4-15
3-8-7
0-4-52-0-50-1-100-4-50-1-107.00 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
0.13
0.07
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 18 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=153/5-8-10, 4=153/5-8-10, 6=211/5-8-10
Max Uplift 2=-50(LC 6), 4=-50(LC 6)
Max Grav 2=157(LC 12), 4=157(LC 12), 6=231(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) 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) 2, 4.
8) 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.
November 23,2016
Job
1600718
Truss
PB2
Truss Type
SPECIAL
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368896
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-4uP0ored6K3EEqVJCNB_UZWmiVrP2dVE_w3u3ZyGaAF
Scale = 1:15.0
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
4x6
2x4 2x4 2x4
7-4-15
7-4-15
3-8-7
3-8-7
7-4-15
3-8-7
0-4-52-0-50-1-100-4-50-1-107.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.15
0.08
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 18 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=153/5-8-10, 4=153/5-8-10, 6=211/5-8-10
Max Uplift 2=-50(LC 6), 4=-50(LC 6)
Max Grav 2=157(LC 12), 4=157(LC 12), 6=231(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) 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) 2, 4.
8) 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.
November 23,2016
Job
1600718
Truss
V1
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368897
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-4uP0ored6K3EEqVJCNB_UZWigVqw2d0E_w3u3ZyGaAF
Scale = 1:16.6
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5 6
2x4
4x6
2x4 2x4
10-6-0
10-6-0
5-3-0
5-3-0
10-6-0
5-3-0
2-2-45.00 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
0.41
0.17
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: 25 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=159/10-6-0, 3=159/10-6-0, 4=406/10-6-0
Max Uplift 1=-38(LC 6), 3=-38(LC 6), 4=-57(LC 6)
Max Grav 1=162(LC 8), 3=162(LC 9), 4=406(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-271/107
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.
November 23,2016
Job
1600718
Truss
V2
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368898
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-RrCvrYhmxshXLcNH?wm9BdDdDWS5jtEz7CmflmyGaAA
Scale: 1"=1’
1
2
3
2x4
3x4
2x4
6-6-0
6-6-0
3-3-0
3-3-0
6-6-0
3-3-0
1-4-45.00 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
0.17
0.49
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: 14 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 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=202/6-6-0, 3=202/6-6-0
Max Uplift 1=-50(LC 6), 3=-50(LC 6)
Max Grav 1=206(LC 11), 3=206(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 50 lb uplift at joint 1 and 50 lb uplift at
joint 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.
November 23,2016
Job
1600718
Truss
V4
Truss Type
GABLE
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368899
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-v2mH2uiOi9pOylyTYdIOjqlpkvvGSIA7MsWCHCyGaA9
Scale = 1:67.8
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
35
38
36
39
37
40
4x6
4x6
4x6
3x4
5x6
3x4
22-6-10
22-6-10
11-3-5
11-3-5
22-6-10
11-3-5
11-3-512.00 12
Plate Offsets (X,Y)-- [5:0-2-8,0-0-0], [6:0-2-4,0-2-4], [6:0-0-0,0-1-12], [14:0-2-4,0-2-4], [14:0-0-0,0-1-12], [15:0-2-8,0-0-0], [29:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.12
0.05
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
19
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 160 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
9-28,8-29,11-26,12-25: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-29, 12-25
JOINTS 1 Brace at Jt(s): 35, 36, 37, 38, 39
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-6-10.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 25, 24, 23,
22, 21, 20 except 1=-104(LC 5), 19=-103(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 1, 28, 29, 30, 31, 19, 32, 33, 34,
26, 25, 24, 23, 22, 21, 20, 27
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-268/215, 18-19=-267/214
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 2x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33,
34, 25, 24, 23, 22, 21, 20 except (jt=lb) 1=104, 19=103.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V5
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368900
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-v2mH2uiOi9pOylyTYdIOjqlnSvtHSHX7MsWCHCyGaA9
Scale = 1:62.1
1
2
3
4
5
6
7
12 11 10 9 83x4
4x6
3x4
5x6
20-2-10
20-2-10
10-1-5
10-1-5
20-2-10
10-1-5
10-1-512.00 12
Plate Offsets (X,Y)-- [11:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.20
0.17
0.25
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: 82 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
1-11: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
4-10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-2-10.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-142(LC 4), 12=-107(LC 4), 9=-146(LC 4),
8=-108(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=449(LC 7), 12=350(LC 7), 9=456(LC 7),
8=348(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-11=-366/192, 2-12=-281/149, 5-9=-373/195, 6-8=-282/149
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 2x4 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb)
11=142, 12=107, 9=146, 8=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.
November 23,2016
Job
1600718
Truss
V6
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368901
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-v2mH2uiOi9pOylyTYdIOjqlm?vs5SIV7MsWCHCyGaA9
Scale = 1:57.5
1
2
3
4
5
9 8 7 63x4
4x6
3x4
3x4
2x4
2x4
2x4
2x4
2x4
17-10-10
17-10-10
8-11-5
8-11-5
17-10-10
8-11-5
8-11-512.00 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
0.29
0.25
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 68 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
5-7: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
3-8: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-10-10.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-174(LC 4), 6=-174(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=546(LC 7), 6=546(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-429/222, 4-6=-430/222
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 174 lb uplift at joint 9 and 174 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V7
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368902
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-NEKfGEj0TTxEavXf6LpdG2Iy6JDdBlNGbWFmpfyGaA8
Scale = 1:50.9
1
2
3
4
5
9 87 63x4
4x6
3x4
3x4
2x4 2x4
2x4
2x4
2x4
15-6-10
15-6-10
7-9-5
7-9-5
15-6-10
7-9-5
7-9-512.00 12
Plate Offsets (X,Y)-- [8:0-1-11,0-1-8]
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
0.21
0.17
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 57 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 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 15-6-10.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-151(LC 4), 6=-151(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=459(LC 7), 6=459(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-368/194, 4-6=-368/194
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 151 lb uplift at joint 9 and 151 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V8
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368903
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-NEKfGEj0TTxEavXf6LpdG2IzfJEeBm0GbWFmpfyGaA8
Scale = 1:41.4
1
2
3
4
5
8 7 63x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
13-2-10
13-2-10
6-7-5
6-7-5
13-2-10
6-7-5
6-7-512.00 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
0.17
0.10
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 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.All bearings 13-2-10.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 8=-137(LC 4), 6=-137(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=397(LC 7), 6=397(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-327/178, 4-6=-327/178
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 137 lb uplift at joint 8 and 137 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V9
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368904
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-rQu1TakeEn35C36sg2KsoFr1IjY_wD7Pp9?JL5yGaA7
Scale = 1:34.5
1
2
3
43x4
4x6
3x4
2x4
10-10-10
10-10-10
5-5-5
5-5-5
10-10-10
5-5-5
5-5-512.00 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
0.63
0.22
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: 34 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=227/10-10-10, 3=227/10-10-10, 4=361/10-10-10
Max Uplift 1=-36(LC 4), 3=-36(LC 4)
Max Grav 1=254(LC 7), 3=254(LC 7), 4=392(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 36 lb uplift at joint 1 and 36 lb uplift at
joint 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.
November 23,2016
Job
1600718
Truss
V10
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368905
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-Y4yO?BeFtdB5s_4Vm4iD0n2rvuAnn4NNCaoRc?yGaAE
Scale = 1:28.3
1
2
3
42x4
4x6
2x4 2x4
8-6-10
8-6-10
4-3-5
4-3-5
8-6-10
4-3-5
4-3-512.00 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
0.57
0.13
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: 27 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=189/8-6-10, 3=189/8-6-10, 4=251/8-6-10
Max Uplift 1=-43(LC 4), 3=-43(LC 4)
Max Grav 1=218(LC 7), 3=218(LC 7), 4=262(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.
November 23,2016
Job
1600718
Truss
V11
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368906
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-Y4yO?BeFtdB5s_4Vm4iD0n2veuB1n4pNCaoRc?yGaAE
Scale = 1:21.3
1
2
3
42x4
4x6
2x4 2x4
6-2-10
6-2-10
3-1-5
3-1-5
6-2-10
3-1-5
3-1-512.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.27
0.12
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: 19 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=132/6-2-10, 3=132/6-2-10, 4=178/6-2-10
Max Uplift 1=-34(LC 4), 3=-34(LC 4)
Max Grav 1=154(LC 7), 3=154(LC 7), 4=185(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.
November 23,2016
Job
1600718
Truss
V12
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368907
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-0GWmCXftexJyU8fiJoDSZ_b7JIWGWXVXREY?8RyGaAD
Scale = 1:12.5
1
2
3
2x4
3x4
2x4
3-10-10
3-10-10
1-11-5
1-11-5
3-10-10
1-11-5
1-11-512.00 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
0.08
0.18
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 3-10-10 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=127/3-10-10, 3=127/3-10-10
Max Uplift 1=-15(LC 4), 3=-15(LC 4)
Max Grav 1=142(LC 7), 3=142(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.
November 23,2016
Job
1600718
Truss
V13
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368908
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-0GWmCXftexJyU8fiJoDSZ_b40IVAWVWXREY?8RyGaAD
Scale = 1:57.5
1
2
3
4
5
9 8 7 63x4
4x6
3x4
3x4
2x4
2x4
2x4
2x4
2x4
17-10-8
17-10-8
8-11-4
8-11-4
17-10-8
8-11-4
8-11-412.00 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
0.29
0.25
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 68 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
5-7: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
3-8: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-10-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-173(LC 4), 6=-173(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=545(LC 7), 6=545(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-429/222, 4-6=-430/222
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 173 lb uplift at joint 9 and 173 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V14
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368909
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-0GWmCXftexJyU8fiJoDSZ_b5NIWSWV8XREY?8RyGaAD
Scale = 1:50.9
1
2
3
4
5
9 87 63x4
4x6
3x4
3x4
2x4 2x4
2x4
2x4
2x4
15-6-8
15-6-8
7-9-4
7-9-4
15-6-8
7-9-4
7-9-412.00 12
Plate Offsets (X,Y)-- [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.21
0.17
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 57 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 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 15-6-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-151(LC 4), 6=-151(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=459(LC 7), 6=459(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-368/194, 4-6=-368/194
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 151 lb uplift at joint 9 and 151 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V15
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368910
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-UT48QtgVPERp5IDutVkh5C7HfitiFz1gguHYguyGaAC
Scale = 1:41.4
1
2
3
4
5
8 7 63x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
13-2-8
13-2-8
6-7-4
6-7-4
13-2-8
6-7-4
6-7-412.00 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
0.17
0.10
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 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.All bearings 13-2-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) except 8=-137(LC 4), 6=-137(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=397(LC 7), 6=397(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-327/178, 4-6=-327/178
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 137 lb uplift at joint 8 and 137 lb uplift at
joint 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
November 23,2016
Job
1600718
Truss
V16
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368911
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-UT48QtgVPERp5IDutVkh5C7AZirqFzugguHYguyGaAC
Scale = 1:34.5
1
2
3
43x4
4x6
3x4
2x4
10-10-8
10-10-8
5-5-4
5-5-4
10-10-8
5-5-4
5-5-412.00 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
0.63
0.22
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: 34 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=226/10-10-8, 3=226/10-10-8, 4=361/10-10-8
Max Uplift 1=-36(LC 4), 3=-36(LC 4)
Max Grav 1=254(LC 7), 3=254(LC 7), 4=392(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 36 lb uplift at joint 1 and 36 lb uplift at
joint 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.
November 23,2016
Job
1600718
Truss
V17
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368912
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-yfeXdCh8AYZgjSo4RCFwePgMA6BU_Q7qvY15CKyGaAB
Scale = 1:28.3
1
2
3
42x4
4x6
2x4 2x4
8-6-8
8-6-8
4-3-4
4-3-4
8-6-8
4-3-4
4-3-412.00 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
0.57
0.13
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: 27 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=188/8-6-8, 3=188/8-6-8, 4=250/8-6-8
Max Uplift 1=-43(LC 4), 3=-43(LC 4)
Max Grav 1=217(LC 7), 3=217(LC 7), 4=262(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 43 lb uplift at joint 1 and 43 lb uplift at
joint 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.
November 23,2016
Job
1600718
Truss
V18
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368913
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-yfeXdCh8AYZgjSo4RCFwePgQv6Ck_QZqvY15CKyGaAB
Scale = 1:21.3
1
2
3
42x4
4x6
2x4 2x4
6-2-8
6-2-8
3-1-4
3-1-4
6-2-8
3-1-4
3-1-412.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.27
0.12
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: 19 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=132/6-2-8, 3=132/6-2-8, 4=177/6-2-8
Max Uplift 1=-34(LC 4), 3=-34(LC 4)
Max Grav 1=153(LC 7), 3=153(LC 7), 4=185(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 34 lb uplift at joint 1 and 34 lb uplift at
joint 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.
November 23,2016
Job
1600718
Truss
V19
Truss Type
VALLEY
Qty
1
Ply
1
ST. MICHAELS C
Job Reference (optional)
I28368914
8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Nov 22 16:30:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:oe7nxAYeNQAdQBsU4RCgkFzXfeC-yfeXdCh8AYZgjSo4RCFwePgTp6Bm_Q?qvY15CKyGaAB
Scale = 1:12.5
1
2
3
2x4
3x4
2x4
3-10-8
3-10-8
1-11-4
1-11-4
3-10-8
1-11-4
1-11-412.00 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
0.08
0.18
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 3-10-8 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=127/3-10-8, 3=127/3-10-8
Max Uplift 1=-15(LC 4), 3=-15(LC 4)
Max Grav 1=142(LC 7), 3=142(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 15 lb uplift at joint 1 and 15 lb uplift at
joint 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.
November 23,2016
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.