HomeMy WebLinkAboutRiviera_3500 C Sealed Truss Engineering 1700423Re:
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.
Fox, Steve
Pages or sheets covered by this seal: I30950519 thru I30950601
My license renewal date for the state of Indiana is July 31, 2018.
1700423
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:
RIVIERA/3500 C TUDOR
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
September 5,2017
Job
1700423
Truss
A
Truss Type
COMMON
Qty
3
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950519
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jukfdAaKGtARWH54_59q0d2PauYMBwrlXHGvfKyi_hG
Scale = 1:60.7
1 2
3
4
5
6
7
8
9
10 11
16 15 14 13 12
17 18
3x6
5x6
3x6
5x6
3x6 3x8
3x4
3x4
2x4
3x4
3x4
2x4
5x6
3x6
9-1-1
9-1-1
18-0-0
8-10-15
26-10-15
8-10-15
36-0-0
9-1-1
-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
0-6-69-6-60-6-66.00 12
Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1]
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
0.64
0.88
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.52
0.15
(loc)
2-16
2-16
10
l/defl
>999
>816
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 145 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 2-11-8 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=-212(LC 6), 10=-212(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2557/340, 3-5=-2334/330, 5-6=-1654/311, 6-7=-1654/311, 7-9=-2334/330,
9-10=-2557/340
BOT CHORD 2-16=-217/2192, 14-16=-110/1832, 12-14=-110/1832, 10-12=-217/2192
WEBS 6-14=-151/1089, 7-14=-711/175, 7-12=0/480, 9-12=-267/156, 5-14=-711/175,
5-16=0/480, 3-16=-267/156
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=212, 10=212.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
A1
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950520
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-B4I1qVbz1AII7RgGXph3YqbaKIswwL8vmx?TBmyi_hF
Scale: 3/16"=1’
1 2
3
4 5 6 7 8
9
10 11
16 15 14 13 12
17
18 19
20
5x6
3x6
5x6
4x6 3x8
2x4
3x4
3x4
3x4
3x8
2x4
5x6
5x6
4x6
10-0-0
10-0-0
18-0-0
8-0-0
26-0-0
8-0-0
36-0-0
10-0-0
-0-11-4
0-11-4
5-1-1
5-1-1
10-0-0
4-10-15
15-4-0
5-4-0
20-8-0
5-4-0
26-0-0
5-4-0
30-10-15
4-10-15
36-0-0
5-1-1
36-11-4
0-11-4
0-6-65-4-95-6-60-6-65-4-96.00 12
Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1]
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
0.64
0.99
0.39
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.71
0.19
(loc)
2-16
2-16
10
l/defl
>999
>608
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 141 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, except
2-0-0 oc purlins (2-10-10 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-16, 7-12
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=-193(LC 6), 10=-193(LC 6)
Max Grav 2=1746(LC 18), 10=1746(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2830/317, 3-4=-2731/263, 4-5=-2405/262, 5-7=-3176/307, 7-8=-2405/262,
8-9=-2731/263, 9-10=-2830/317
BOT CHORD 2-16=-205/2414, 14-16=-147/3139, 12-14=-147/3139, 10-12=-205/2414
WEBS 3-16=-455/145, 4-16=-16/880, 5-16=-1007/95, 7-12=-1007/95, 8-12=-16/880,
9-12=-455/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=193, 10=193.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
A2
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950521
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7TQoFBcDZoY0NlqffEjXdFgtN6ZsO9BCDFUaGfyi_hD
Scale: 3/16"=1’
1 2
3
4
5 6 7
8
9
10 11
18 17 16 15 14 13 12
19
20
21 22
23
24
3x6
5x9 5x9
3x6
5x6
3x6
3x4
2x4 3x4 3x8
2x4
3x4
3x4
2x4
5x6
3x6
6-5-1
6-5-1
12-8-0
6-2-15
18-0-0
5-4-0
23-4-0
5-4-0
29-6-15
6-2-15
36-0-0
6-5-1
-0-11-4
0-11-4
6-5-1
6-5-1
12-8-0
6-2-15
18-0-0
5-4-0
23-4-0
5-4-0
29-6-15
6-2-15
36-0-0
6-5-1
36-11-4
0-11-4
0-6-66-8-96-10-60-6-66-8-96.00 12
Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [7:0-4-8,0-1-11], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.86
0.89
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.40
0.18
(loc)
15
15-17
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 152 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*
5-15,7-15: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-3-3 max.): 5-7.
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=1493/0-3-8, 10=1493/0-3-8
Max Uplift 2=-199(LC 6), 10=-199(LC 6)
Max Grav 2=1915(LC 18), 10=1915(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3272/292, 3-5=-2455/289, 5-6=-2249/310, 6-7=-2249/310, 7-9=-2455/289,
9-10=-3272/292
BOT CHORD 2-18=-173/2753, 17-18=-173/2753, 15-17=-61/2045, 13-15=-61/2045, 12-13=-173/2753,
10-12=-173/2753
WEBS 3-18=0/271, 3-17=-799/129, 5-17=0/505, 5-15=-31/517, 6-15=-695/112, 7-15=-31/517,
7-13=0/505, 9-13=-799/129, 9-12=0/271
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=199, 10=199.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
A3
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950522
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bf_ASXdrJ5gt?vPrDxEmATD10Vwo7jRLSvE7o5yi_hC
Scale: 3/16"=1’
1 2
3
4
5 6
7
8
9 10
16 15 14 13 12 11
17
18
19 20
21
22
3x10
5x9
5x6
3x10
6x6
4x9
3x4
2x4 3x4 3x8
3x4
2x4
6x6
4x6
7-9-1
7-9-1
15-4-0
7-6-15
20-8-0
5-4-0
28-2-15
7-6-15
36-0-0
7-9-1
-0-11-4
0-11-4
7-9-1
7-9-1
15-4-0
7-6-15
20-8-0
5-4-0
28-2-15
7-6-15
36-0-0
7-9-1
36-11-4
0-11-4
0-6-68-0-98-2-60-6-68-0-96.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-2], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [9:0-1-1,0-0-8], [9:0-6-12,0-1-1], [9:Edge,0-3-2]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.94
0.78
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.41
0.18
(loc)
13-14
14-16
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 145 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
5-6: 2x4 SPF No.2
BOT CHORD 2x4 SPF-S 1650F 1.6E *Except*
12-15: 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-14,5-13,8-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-3-1 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-14, 5-13, 8-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1493/0-3-8, 9=1493/0-3-8
Max Uplift 2=-206(LC 6), 9=-206(LC 6)
Max Grav 2=1989(LC 18), 9=1989(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3543/306, 3-5=-2554/297, 5-6=-2099/303, 6-8=-2554/297, 8-9=-3543/306
BOT CHORD 2-16=-174/3013, 14-16=-174/3013, 13-14=-29/2099, 11-13=-174/3012, 9-11=-174/3012
WEBS 3-16=0/340, 3-14=-1030/165, 5-14=-4/619, 6-13=-4/619, 8-13=-1029/165, 8-11=0/339
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=206, 9=206.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
A4
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950523
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4rYYgteT4Pojc2z2mel?jgmD7vDrs0yVhZzgKXyi_hB
Scale = 1:66.1
1 2
3
4
5
6 7
8
9
10
17 16 15 14 13 12 11
18
19
20
21
22
3x6
5x6
5x9
3x8
6x6
4x6 3x4
2x4
3x4
3x8 3x4
3x4
7x12 3x8 MT18HS
5x6
4x6
8-11-6
8-11-6
17-8-11
8-9-5
20-9-5
3-0-11
28-1-3
7-3-13
35-8-8
7-7-5
-0-11-4
0-11-4
6-0-4
6-0-4
11-10-8
5-10-3
17-8-11
5-10-3
20-9-5
3-0-11
28-1-3
7-3-13
35-8-8
7-7-5
0-6-69-2-149-4-111-11-29-2-146.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-2], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [7:0-4-8,0-1-11], [10:Edge,0-1-12], [12:0-3-8,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.85
0.99
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.47
0.14
(loc)
15-17
15-17
11
l/defl
>999
>914
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 166 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
4-6,6-7: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-17,5-17,9-12,10-11,10-12: 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, and 2-0-0 oc purlins (3-10-5 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 2-17.
WEBS 1 Row at midpt 5-15, 7-15, 9-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-3-8, 11=1416/Mechanical
Max Horz 2=29(LC 6)
Max Uplift 2=-208(LC 6), 11=-162(LC 6)
Max Grav 2=1969(LC 18), 11=1985(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3551/329, 3-5=-3272/319, 5-6=-2328/306, 6-7=-1944/303, 7-9=-2310/298,
9-10=-2702/258, 10-11=-1913/200
BOT CHORD 2-17=-238/3065, 15-17=-134/2590, 14-15=-18/1892, 12-14=-116/2309
WEBS 3-17=-370/153, 5-17=0/513, 5-15=-934/170, 6-15=-50/660, 7-15=-111/302,
7-14=-24/400, 9-14=-514/123, 9-12=-334/127, 10-12=-118/2208
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) except (jt=lb)
2=208, 11=162.
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.
September 5,2017
Job
1700423
Truss
A5
Truss Type
COMMON
Qty
3
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950524
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Y25wtDf5rjwaECYEKMGEFuIP4JZSbZ5evDjEs_yi_hA
Scale = 1:62.9
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
16
3x6
5x6
3x6
5x6
4x6 3x4
2x4
3x4
3x8
3x4
3x4
4x6
3x6
2x8
3x6
8-11-13
8-11-13
19-3-0
10-3-3
26-7-4
7-4-4
35-8-8
9-1-4
6-6-6
6-6-6
12-10-11
6-4-5
19-3-0
6-4-5
24-7-11
5-4-11
30-0-5
5-4-11
35-8-8
5-8-3
0-6-610-1-141-11-26.00 12
Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1]
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
0.77
0.96
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.69
0.13
(loc)
13-15
13-15
10
l/defl
>999
>614
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 155 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
4-13,5-13,7-13: 2x4 SPF No.2
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 2-2-0 oc bracing.
WEBS 1 Row at midpt 4-13, 7-13, 8-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1417/Mechanical, 10=1417/Mechanical
Max Horz 1=17(LC 7)
Max Uplift 1=-166(LC 6), 10=-167(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2547/336, 2-4=-2341/344, 4-5=-1535/308, 5-7=-1519/312, 7-8=-1801/297
BOT CHORD 1-15=-242/2185, 13-15=-131/1753, 11-13=-79/1518, 10-11=-144/1491
WEBS 2-15=-293/172, 4-15=-16/560, 4-13=-732/196, 5-13=-149/983, 7-13=-487/138,
8-10=-1793/217
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=166, 10=167.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
A6
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950525
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0EfI5Zgjc02RsM7Qu3oTo5rXjjvCKwmn8tSnPQyi_h9
Scale = 1:65.5
1
2
3
4
5 6
7
8
9
16 15 14 13 12 11 10
17
18
19 20
21
22
3x6
5x6 5x9
3x8
5x6
4x6 3x4
2x4
3x4
3x8 3x4
3x4
7x12 3x8 MT18HS
5x6
3x6
8-7-13
8-7-13
17-1-8
8-5-11
21-4-8
4-3-0
28-4-12
7-0-4
35-8-8
7-3-12
5-9-14
5-9-14
11-5-11
5-7-13
17-1-8
5-7-13
21-4-8
4-3-0
28-4-12
7-0-4
35-8-8
7-3-12
0-6-68-11-59-1-21-11-28-11-56.00 12
Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [6:0-4-8,0-1-11], [9:Edge,0-1-12], [11:0-3-8,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.97
0.99
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.46
0.14
(loc)
14-16
1-16
10
l/defl
>999
>929
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 162 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
7-9: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-14,6-14,6-13,8-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-11-8 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 1-16.
WEBS 1 Row at midpt 3-14, 6-14, 8-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1420/Mechanical, 10=1420/Mechanical
Max Horz 1=17(LC 7)
Max Uplift 1=-162(LC 6), 10=-161(LC 6)
Max Grav 1=1890(LC 17), 10=1973(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3565/337, 2-3=-3275/325, 3-5=-2336/307, 5-6=-1954/304, 6-8=-2287/297,
8-9=-2645/256, 9-10=-1902/198
BOT CHORD 1-16=-250/3087, 14-16=-141/2588, 13-14=-25/1877, 11-13=-117/2254
WEBS 2-16=-395/157, 3-16=-2/529, 3-14=-918/165, 5-14=-38/648, 6-14=-90/303,
6-13=-12/389, 8-13=-467/116, 8-11=-351/124, 9-11=-121/2163
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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=162, 10=161.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
A7
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950526
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UQDhIvgMNKAITWidSnJiKJNns7G33OWxNXCKxsyi_h8
Scale = 1:66.3
1
2
3
4 5 6
7
8
9
10
17 16 15 14 13 12 11
18
19
20 21
22
23
3x8
5x6 5x6
3x6
5x6
4x6
3x4
2x4 3x8
3x4
3x8
3x4
4x12 3x8 MT18HS
5x6
3x6
7-3-13
7-3-13
14-5-8
7-1-11
24-0-8
9-7-0
29-10-8
5-10-0
36-0-0
6-1-8
7-3-13
7-3-13
14-5-8
7-1-11
19-3-0
4-9-8
24-0-8
4-9-8
29-10-8
5-10-0
36-0-0
6-1-8
37-11-4
1-11-4
0-6-67-7-57-9-21-9-67-7-56.00 12
Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1], [1:Edge,0-3-0], [9:0-2-11,0-2-8], [12:0-3-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.69
0.95
0.86
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.68
0.14
(loc)
13-15
13-15
11
l/defl
>999
>633
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 167 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-4: 2x4 SPF-S 1650F 1.6E, 1-3,7-10: 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-15,5-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 2-15, 5-15, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8
Max Horz 1=-41(LC 6)
Max Uplift 1=-156(LC 6), 11=-243(LC 6)
Max Grav 1=1833(LC 18), 11=2028(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3335/308, 2-4=-2411/286, 4-5=-1980/290, 5-6=-1791/272, 6-8=-2157/272,
8-9=-2359/241, 9-11=-1963/277
BOT CHORD 1-17=-155/2853, 15-17=-155/2853, 13-15=-27/1941, 12-13=-58/1990
WEBS 2-17=0/286, 2-15=-985/173, 4-15=-13/597, 5-15=-259/164, 5-13=-486/75, 6-13=-18/551,
8-12=-395/89, 9-12=-104/1945
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) except (jt=lb)
1=156, 11=243.
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.
September 5,2017
Job
1700423
Truss
A8
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950527
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UQDhIvgMNKAITWidSnJiKJNkn7I53QaxNXCKxsyi_h8
Scale: 3/16"=1’
1
2
3 4 5 6
7
8
9
16 15 14 13 12 11 10
17
18 19
5x9
4x9
3x6
3x4
2x4 3x4
2x4
3x10
5x9
3x4
4x6
5x6
3x8
2x8
3x6
5-11-13
5-11-13
11-9-8
5-9-11
19-3-0
7-5-8
26-8-8
7-5-8
36-0-0
9-3-8
5-11-13
5-11-13
11-9-8
5-9-11
19-3-0
7-5-8
26-8-8
7-5-8
31-2-8
4-6-0
36-0-0
4-9-8
37-11-4
1-11-4
0-6-66-3-56-5-21-9-66-3-56.00 12
Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [5:0-4-8,Edge], [6:0-4-8,0-1-11]
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
0.82
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.48
0.15
(loc)
10-11
10-11
10
l/defl
>999
>890
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 159 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-5,5-6: 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-13,6-13: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-6-1 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1428/Mechanical, 10=1560/0-3-8
Max Horz 1=-41(LC 6)
Max Uplift 1=-150(LC 6), 10=-236(LC 6)
Max Grav 1=1710(LC 18), 10=1861(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3058/294, 2-3=-2493/285, 3-4=-2762/315, 4-6=-2758/314, 6-7=-2174/247,
8-10=-493/170
BOT CHORD 1-16=-154/2607, 15-16=-154/2607, 13-15=-42/2201, 11-13=-7/1949, 10-11=-65/1603
WEBS 2-15=-755/130, 3-15=0/508, 3-13=-39/716, 4-13=-961/167, 6-13=-84/1041, 7-11=0/451,
7-10=-1995/179
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=150, 10=236.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
A9
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950528
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ydn3WEh_8eI95gHp?UqxtWwwBWbNoqX4cBxuTJyi_h7
Scale: 3/16"=1’
1
2
3 4 5 6 7
8
9
16 15 14 13 12 11 10
17 18
5x9
3x6
4x6 3x4
2x4
4x9
2x4 3x4
3x8
5x9
7x12
5x6
3x4
5x6
3x6
9-1-8
9-1-8
15-9-15
6-8-7
22-8-1
6-10-3
29-4-8
6-8-7
36-0-0
6-7-8
4-7-13
4-7-13
9-1-8
4-5-11
15-9-15
6-8-7
22-8-1
6-10-3
29-4-8
6-8-7
36-0-0
6-7-8
37-11-4
1-11-4
0-6-64-11-55-1-21-9-64-11-56.00 12
Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [7:0-4-8,0-1-11], [8:0-3-0,0-1-12], [10:Edge,0-1-8], [11:0-3-8,Edge], [13:0-3-8,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.78
0.95
0.94
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.27
-0.57
0.16
(loc)
13-14
1-16
10
l/defl
>999
>749
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 156 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-5,5-7: 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 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, and 2-0-0 oc purlins (3-4-0 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 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=1428/Mechanical, 10=1560/0-3-8
Max Horz 1=-41(LC 6)
Max Uplift 1=-144(LC 6), 10=-229(LC 6)
Max Grav 1=1601(LC 17), 10=1776(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3030/318, 2-3=-3000/266, 3-4=-3798/337, 4-6=-3794/335, 6-7=-3623/317,
7-8=-2415/211, 8-10=-1716/262
BOT CHORD 1-16=-186/2628, 14-16=-67/2673, 13-14=-119/3619, 11-13=-26/2139
WEBS 2-16=-425/137, 3-16=0/387, 3-14=-88/1371, 4-14=-785/139, 6-13=-903/149,
7-13=-114/1811, 7-11=-368/96, 8-11=-47/2123
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=144, 10=229.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
A10
Truss Type
SPECIAL
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950529
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fGsP2rcboUQ9lbFT5WCI528hKiCTffP2?bl0jDyi_hE
Scale: 3/16"=1’
1
2 3 4
5
6 7
8
9
10
18 17 16 15 14 13 12 11
19 20 21
22
5x9
3x8
5x9
4x14 MT18HS2x4 4x9
3x4
3x8
2x4 3x4
3x8
5x9
8x8
5x6
4x9
4x9
3x8 MT18HS
6-5-8
6-5-8
11-8-12
5-3-4
17-1-12
5-5-0
22-6-12
5-5-0
27-10-0
5-3-4
36-0-0
8-2-0
6-5-8
6-5-8
11-8-12
5-3-4
17-1-12
5-5-0
22-6-12
5-5-0
27-10-0
5-3-4
29-11-4
2-1-4
36-0-0
6-0-12
37-11-4
1-11-4
0-6-63-7-54-9-121-9-63-7-56.00 12
Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [2:0-4-8,0-1-11], [7:0-4-8,0-1-14], [9:0-3-15,0-0-0], [12:0-3-8,Edge], [14:0-3-8,0-1-8], [17:0-3-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.95
0.90
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.52
-0.97
0.21
(loc)
14-15
14-15
11
l/defl
>826
>442
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 147 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
7-8,8-10: 2x4 SPF No.2
BOT CHORD 2x4 SPF-S 1650F 1.6E *Except*
11-13: 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
8-12: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (2-4-4 max.): 2-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8
Max Horz 1=-41(LC 6)
Max Uplift 1=-140(LC 6), 11=-230(LC 6)
Max Grav 1=1728(LC 20), 11=1730(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3430/258, 2-3=-4796/369, 3-4=-5448/406, 4-6=-5448/406, 6-7=-5042/391,
7-8=-3788/331, 8-9=-348/134, 9-11=-606/213
BOT CHORD 1-18=-115/3003, 17-18=-118/2997, 15-17=-216/4792, 14-15=-238/5038, 12-14=-130/3457,
11-12=-39/1966
WEBS 2-18=0/267, 2-17=-117/2133, 3-17=-1054/127, 3-15=-45/770, 4-15=-541/102,
6-15=-19/481, 6-14=-921/125, 7-14=-128/1878, 7-12=-2993/274, 8-12=-200/3417,
8-11=-2344/101
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) except (jt=lb)
1=140, 11=230.
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.
September 5,2017
Job
1700423
Truss
AGR
Truss Type
HIP
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950530
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-u?vpwwjEgFYtKzRB7vsPyx?GuKHYGohN3VQ?YByi_h5
Scale: 3/16"=1’
1 2
3
4 5 6 7 8 9
10
11 12
21 20 19 18 17 16 15 14 13
22 23
24 25 26 27 28 29 30 31 32 33 34 35 36
5x9
3x6
4x6
6x8
3x4
2x4 4x6 4x6
3x4
4x9
2x4 3x4
4x6
5x9
4x6
3x4
2x4 6x8
4x6
3-11-1
3-11-1
7-4-0
3-4-15
12-7-2
5-3-2
18-0-0
5-4-14
23-4-14
5-4-14
28-8-0
5-3-2
32-0-15
3-4-15
36-0-0
3-11-1
-0-11-4
0-11-4
3-11-1
3-11-1
7-4-0
3-4-15
12-7-2
5-3-2
18-0-0
5-4-14
23-4-14
5-4-14
28-8-0
5-3-2
32-0-15
3-4-15
36-0-0
3-11-1
36-11-4
0-11-4
0-6-64-0-94-2-60-6-64-0-96.00 12
Plate Offsets (X,Y)-- [4:0-4-8,0-1-11], [9:0-4-8,0-1-11]
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
0.83
0.90
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.35
-0.70
0.14
(loc)
17
17
11
l/defl
>999
>608
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 338 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins,
except
2-0-0 oc purlins (3-7-7 max.): 4-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=2990/0-3-8, 11=3030/0-3-8
Max Uplift 2=-312(LC 6), 11=-314(LC 6)
Max Grav 2=3223(LC 17), 11=3263(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6172/501, 3-4=-6092/482, 4-5=-8068/602, 5-6=-8904/647, 6-8=-8904/647,
8-9=-8116/605, 9-10=-6185/487, 10-11=-6249/505
BOT CHORD 2-21=-375/5362, 20-21=-375/5362, 19-20=-309/5468, 17-19=-460/8063, 15-17=-463/8111,
14-15=-314/5550, 13-14=-379/5429, 11-13=-379/5429
WEBS 3-20=-266/152, 4-20=-26/756, 4-19=-185/3184, 5-19=-1264/148, 5-17=-57/1017,
6-17=-540/99, 8-17=-53/959, 8-15=-1232/146, 9-15=-183/3143, 9-14=-30/821
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=312, 11=314.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 50 lb up at
3-4-12, 180 lb down and 29 lb up at 5-4-12, 180 lb down and 18 lb up at 7-4-12, 180 lb down and 18 lb up at 9-4-12, 180 lb down
and 18 lb up at 11-4-12, 180 lb down and 18 lb up at 13-4-12, 180 lb down and 18 lb up at 15-4-12, 180 lb down and 18 lb up at
17-4-12, 180 lb down and 18 lb up at 19-4-12, 180 lb down and 18 lb up at 21-4-12, 180 lb down and 18 lb up at 23-4-12, 180 lb
down and 18 lb up at 25-4-12, 180 lb down and 18 lb up at 27-4-12, 180 lb down and 18 lb up at 28-7-4, and 180 lb down and 29
lb up at 30-7-4, and 259 lb down and 50 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.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.
September 5,2017
Job
1700423
Truss
AGR
Truss Type
HIP
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950530
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:20 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-u?vpwwjEgFYtKzRB7vsPyx?GuKHYGohN3VQ?YByi_h5
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-9=-60, 9-12=-60, 2-11=-20
Concentrated Loads (lb)
Vert: 20=-180(F) 15=-180(F) 14=-180(F) 24=-259(F) 25=-180(F) 26=-180(F) 27=-180(F) 28=-180(F) 29=-180(F) 30=-180(F) 31=-180(F) 32=-180(F) 33=-180(F)
34=-180(F) 35=-180(F) 36=-259(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
AGR1
Truss Type
SPECIAL
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950531
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Fzii_enNVnBARlJ9wSSaf?j5WL0rx3v6Dm8mDPyi_h0
Scale = 1:65.8
1 2 3 4 5 6 7
8 9
10
11
22 21 20 19 18 17 16 15 14 13 12
23 24 25 26 27 28 29 30 31 32 33
34 35
36
37
38 39 40 41 42 43 44 45 46 47 482x8
4x9 3x6
5x6
5x9
6x8 4x9
3x8
4x6
3x4
4x6
3x4
4x6
3x4
4x6
7x10 MT18HS
4x9 4x6 2x4
4x6
6x8
5-1-12
5-1-12
10-1-12
5-0-0
15-1-12
5-0-0
20-1-12
5-0-0
25-0-0
4-10-4
27-10-0
2-10-0
32-0-8
4-2-8
36-0-0
3-11-8
5-1-12
5-1-12
10-1-12
5-0-0
15-1-12
5-0-0
20-1-12
5-0-0
25-0-0
4-10-4
27-10-0
2-10-0
32-0-8
4-2-8
36-0-0
3-11-8
37-11-4
1-11-4
2-2-53-7-53-9-21-9-63-7-56.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-10,Edge], [9:0-4-8,0-1-11], [10:0-2-15,0-2-0], [21:0-3-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.84
0.77
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.68
-1.21
0.10
(loc)
17-18
17-18
12
l/defl
>629
>355
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 377 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP No.1
WEBS 2x4 SPF Stud/No.3 *Except*
1-21,2-20,3-18,5-17,6-15: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 1-7, 8-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13.
REACTIONS.(lb/size)22=1419/Mechanical, 12=1501/0-3-8
Max Horz 22=-59(LC 6)
Max Uplift 22=-173(LC 6), 12=-450(LC 6)
Max Grav 22=2138(LC 20), 12=1849(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-2031/194, 1-2=-5043/447, 2-3=-8313/772, 3-5=-9898/998, 5-6=-9827/1130,
6-7=-7689/1108, 7-8=-4237/707, 8-9=-3701/641, 9-10=-2157/429, 10-12=-1815/440
BOT CHORD 20-21=-345/5043, 18-20=-670/8313, 17-18=-895/9898, 15-17=-1027/9827,
14-15=-1003/7742, 13-14=-253/1943
WEBS 1-21=-439/5222, 2-21=-1729/221, 2-20=-346/3480, 3-20=-1087/178, 3-18=-240/1686,
5-18=-485/144, 6-15=-2280/25, 7-15=0/739, 7-14=-4850/616, 8-14=-228/1602,
9-14=-296/2206, 9-13=-697/73, 10-13=-315/2023
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
22=173, 12=450.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
AGR1
Truss Type
SPECIAL
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950531
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:25 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Fzii_enNVnBARlJ9wSSaf?j5WL0rx3v6Dm8mDPyi_h0
NOTES-
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 41 lb up at 1-11-4, 21 lb down and 41 lb up at 3-11-4,
21 lb down and 41 lb up at 5-11-4, 21 lb down and 41 lb up at 7-11-4, 21 lb down and 41 lb up at 9-11-4, 21 lb down and 41 lb up at 11-11-4, 21 lb down and 41 lb up at
13-11-4, 21 lb down and 41 lb up at 15-11-4, 21 lb down and 41 lb up at 17-11-4, 21 lb down and 41 lb up at 19-11-4, 21 lb down and 41 lb up at 21-11-4, 21 lb down
and 41 lb up at 23-9-12, 34 lb down and 45 lb up at 25-11-4, 1 lb down and 49 lb up at 27-10-0, 1 lb down and 48 lb up at 29-11-4, and 1 lb down and 49 lb up at
32-0-8, and 35 lb down and 45 lb up at 33-11-4 on top chord, and 1 lb down and 8 lb up at 1-11-4, 1 lb down and 8 lb up at 3-11-4, 1 lb down and 8 lb up at 5-11-4, 1 lb
down and 8 lb up at 7-11-4, 1 lb down and 8 lb up at 9-11-4, 1 lb down and 8 lb up at 11-11-4, 1 lb down and 8 lb up at 13-11-4, 1 lb down and 8 lb up at 15-11-4, 1 lb
down and 8 lb up at 17-11-4, 1 lb down and 8 lb up at 19-11-4, 1 lb down and 8 lb up at 21-11-4, 1 lb down and 8 lb up at 23-9-12, 92 lb up at 25-11-4, 2 lb down and
35 lb up at 27-11-4, 2 lb down and 35 lb up at 29-11-4, and 2 lb down and 35 lb up at 31-11-4, and 92 lb up at 33-11-4 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: 1-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-22=-20
Concentrated Loads (lb)
Vert: 19=-1(B) 20=-1(B) 17=-1(B) 14=5(B) 13=5(B) 16=-1(B) 38=-1(B) 39=-1(B) 40=-1(B) 41=-1(B) 42=-1(B) 43=-1(B) 44=-1(B) 45=-1(B) 46=28(B) 47=5(B)
48=28(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
1700423
Truss
AS
Truss Type
COMMON
Qty
5
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950532
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-j9G4B_n?G5J02uuLTAzpCCFKYlLQgc2GRQtJlryi_h?
Scale = 1:59.9
1 2
3
4
5
6
7
8
9
10
11
16 15 14 13 12
17 18
3x6
5x6
3x6
5x6 4x6 3x4
2x4
3x4
3x8
3x4
3x4
2x4
4x6
3x4
3x4
3x6
8-11-13
8-11-13
18-0-0
9-0-3
26-7-4
8-7-4
35-8-8
9-1-4
-0-11-4
0-11-4
6-1-6
6-1-6
12-0-11
5-11-5
18-0-0
5-11-5
23-9-11
5-9-11
29-7-5
5-9-11
35-8-8
6-1-3
0-6-69-6-60-8-26.00 12
Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [11:0-3-11,0-1-3]
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
0.63
0.87
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.51
0.14
(loc)
11-12
11-12
11
l/defl
>999
>843
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 146 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
5-14,6-14,7-14: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud/No.3
SLIDER Right 2x4 SPF Stud/No.3 3-4-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-14, 7-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1488/0-3-8, 11=1422/Mechanical
Max Horz 2=13(LC 6)
Max Uplift 2=-212(LC 6), 11=-166(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2549/339, 3-5=-2331/331, 5-6=-1644/312, 6-7=-1644/313, 7-9=-2258/328,
9-11=-2481/339
BOT CHORD 2-16=-229/2185, 14-16=-124/1822, 12-14=-120/1808, 11-12=-223/2102
WEBS 3-16=-265/155, 5-16=0/485, 5-14=-700/176, 6-14=-153/1089, 7-14=-703/173,
7-12=0/433
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=212, 11=166.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
B1
Truss Type
SPECIAL
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950533
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BLqTOJod0PRtg2TY1tU2kQoRF9n_P3JPg4dsIHyi_h_
Scale = 1:36.2
1
2
3 4
5
6
11
10 9 8 7
12 13
6x6 5x6
4x6
2x4
3x6 4x6 3x8
3x4
5x6
3x4
3x6
6-0-0
6-0-0
14-0-0
8-0-0
18-3-8
4-3-8
-2-3-12
2-3-12
6-0-0
6-0-0
14-0-0
8-0-0
16-0-0
2-0-0
18-3-8
2-3-8
1-2-145-1-15-2-142-4-91-0-05-1-18.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-5,Edge], [4:0-3-0,0-2-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.89
0.47
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.26
0.02
(loc)
8-9
8-9
13
l/defl
>999
>839
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 88 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-8: 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins,
except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 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.(lb/size)11=877/0-3-8, 13=687/0-3-8
Max Horz 11=114(LC 4)
Max Uplift 11=-128(LC 4), 13=-49(LC 4)
Max Grav 11=877(LC 1), 13=713(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-850/72, 3-4=-557/91, 4-5=-623/75, 2-11=-834/154, 7-12=-10/554, 6-12=-10/554
BOT CHORD 8-9=-3/612, 7-8=0/363
WEBS 5-8=0/314, 2-9=0/594, 5-7=-601/18, 6-13=-729/51
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
11=128.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
B2
Truss Type
SPECIAL
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950534
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BLqTOJod0PRtg2TY1tU2kQoVE9oVP0OPg4dsIHyi_h_
Scale = 1:40.1
1
2
3
4 5
6
7
12
11 10 9 8
13 14
4x9 5x9
4x6
3x6 3x8
4x6
3x4
3x4
4x6
3x6 3x8
3x6
8-0-0
8-0-0
12-0-0
4-0-0
18-3-8
6-3-8
-2-3-12
2-3-12
4-1-12
4-1-12
8-0-0
3-10-4
12-0-0
4-0-0
15-0-0
3-0-0
18-3-8
3-3-8
1-2-146-5-16-6-142-4-91-0-06-5-18.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-4-8,0-1-3], [5:0-4-8,0-1-3]
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
0.63
0.44
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.24
0.02
(loc)
10-12
10-12
14
l/defl
>999
>885
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 97 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=877/0-3-8, 14=687/0-3-8
Max Horz 12=114(LC 4)
Max Uplift 12=-124(LC 4), 14=-44(LC 4)
Max Grav 12=877(LC 1), 14=737(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-757/97, 4-5=-604/106, 5-6=-678/106, 2-12=-292/126, 8-13=-8/564, 7-13=-8/564
BOT CHORD 10-12=-32/618, 9-10=0/472, 8-9=-9/440
WEBS 3-12=-752/61, 6-8=-605/48, 7-14=-753/46
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb)
12=124.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
BGR
Truss Type
SPECIAL
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950535
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fYOrcfpFniZkIC2kbb?HHdLdbY8E8TPYvkMQpkyi_gz
Scale = 1:38.3
1
2
3
4 5 6 7
8
15 14 13 12 11 10
9
16 17 18 19 20
21
4x9
4x6
4x12
5x6
4x6 2x4
8x8
2x4 3x8
2x4
2x4 4x9
3x8
2x4
4-0-0
4-0-0
8-0-9
4-0-9
11-11-7
3-10-13
16-0-0
4-0-9
19-8-8
3-8-8
20-0-0
0-3-8
-2-3-12
2-3-12
4-0-0
4-0-0
8-0-9
4-0-9
11-11-7
3-10-13
16-0-0
4-0-9
19-8-8
3-8-8
20-0-0
0-3-8
1-2-143-10-140-2-141-0-03-10-148.00 12
Plate Offsets (X,Y)-- [2:0-9-15,0-0-3], [4:0-6-12,0-2-0], [7:0-3-12,0-2-0], [8:0-5-13,0-5-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.78
0.40
0.46
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.11
0.02
(loc)
12-13
12-13
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 114 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2 *Except*
8-10: 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
SLIDER Left 2x8 SP No.2 2-7-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except
2-0-0 oc purlins (4-4-0 max.): 4-7.
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=1280/0-3-8, 8=1200/Mechanical
Max Horz 2=62(LC 4)
Max Uplift 2=-77(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1427/0, 4-5=-1608/0, 5-6=-1608/0, 6-7=-1065/0, 7-8=-1312/0
BOT CHORD 2-15=0/1019, 13-15=0/1025, 12-13=0/1594, 11-12=0/1594
WEBS 4-13=0/772, 5-13=-265/78, 6-12=0/259, 6-11=-714/0, 9-11=0/421, 7-9=0/467,
8-11=0/1052
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 31 lb up at
2-0-12, 79 lb down at 4-0-12, 79 lb down at 6-0-12, 79 lb down at 8-0-12, 79 lb down at 10-0-12, 79 lb down at 12-0-12, 79 lb
down at 14-0-12, and 79 lb down at 15-10-4, and 70 lb down and 31 lb up at 17-11-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-7=-60, 7-8=-60, 2-10=-20, 8-9=-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.
September 5,2017
Job
1700423
Truss
BGR
Truss Type
SPECIAL
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950535
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:28 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fYOrcfpFniZkIC2kbb?HHdLdbY8E8TPYvkMQpkyi_gz
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 15=-79(F) 13=-79(F) 12=-79(F) 11=-79(F) 16=-70(F) 17=-79(F) 18=-79(F) 19=-79(F) 20=-70(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
CAR01
Truss Type
Hip Girder
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950536
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-7kyDp?qtY0hbvMdw9IWWqrtl5yTot?wi7O6zLAyi_gy
Scale = 1:40.0
1 2
3
4
5 6 7
8
9
10
11
17 16 15 14 13 12
18
19 20
21
22 23 24 25 26 27
4x9 4x9
4x12
5x6
4x6
3x6
2x4 3x4 3x8
2x4
3x4
3x6
2x4
4x12
5x6
3-9-12
3-9-12
7-4-0
3-6-4
11-4-0
4-0-0
15-4-0
4-0-0
18-10-4
3-6-4
22-8-0
3-9-12
-0-11-4
0-11-4
3-9-12
3-9-12
7-4-0
3-6-4
11-4-0
4-0-0
15-4-0
4-0-0
18-10-4
3-6-4
22-8-0
3-9-12
23-7-4
0-11-4
1-2-145-6-31-2-145-6-37.00 12
Plate Offsets (X,Y)-- [2:0-10-1,0-0-2], [5:0-6-8,0-2-0], [7:0-6-8,0-2-0], [10:0-10-1,0-0-2]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.99
0.51
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.13
0.04
(loc)
14
14
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 265 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
SLIDER Left 2x8 SP No.2 2-4-2, Right 2x8 SP No.2 2-4-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=2462/0-3-8, 10=2462/0-3-8
Max Uplift 2=-207(LC 6), 10=-207(LC 6)
Max Grav 2=2739(LC 18), 10=2739(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-3618/265, 4-5=-3129/254, 5-6=-3136/258, 6-7=-3136/258, 7-8=-3129/254,
8-10=-3618/265
BOT CHORD 2-17=-162/2777, 16-17=-162/2777, 14-16=-107/2738, 13-14=-107/2738, 12-13=-162/2777,
10-12=-162/2777
WEBS 4-17=-63/402, 5-16=-34/866, 5-14=-29/645, 6-14=-433/108, 7-14=-29/645,
7-13=-34/866, 8-12=-63/402
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=207, 10=207.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474 lb down and 77 lb up at
3-4-12, 298 lb down and 30 lb up at 5-4-12, 291 lb down and 18 lb up at 7-4-12, 291 lb down and 18 lb up at 9-4-12, 291 lb down
and 18 lb up at 11-4-0, 291 lb down and 18 lb up at 13-3-4, 291 lb down and 18 lb up at 15-3-4, and 298 lb down and 30 lb up at
17-3-4, and 474 lb down and 77 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
CAR01
Truss Type
Hip Girder
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950536
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:29 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-7kyDp?qtY0hbvMdw9IWWqrtl5yTot?wi7O6zLAyi_gy
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-10=-20
Concentrated Loads (lb)
Vert: 16=-291(F) 14=-291(F) 13=-291(F) 22=-474(F) 23=-298(F) 24=-291(F) 25=-291(F) 26=-298(F) 27=-474(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
CAR02
Truss Type
Hip
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950537
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-cwWb1LqWJJpSXWC6i02lM2Q2iMlVcGJrM2rWtcyi_gx
Scale = 1:43.3
1
2
3
4 5
6
7
8
13 12 11 10 9
14 15
4x6 4x9
3x6 3x8
4x6
3x4
4x6
3x6
3x8 3x8
3x6
9-4-0
9-4-0
13-4-0
4-0-0
22-8-0
9-4-0
-0-11-4
0-11-4
4-9-12
4-9-12
9-4-0
4-6-4
13-4-0
4-0-0
17-10-4
4-6-4
22-8-0
4-9-12
23-7-4
0-11-4
1-2-146-8-31-2-146-8-37.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-6-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.49
0.67
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.54
0.05
(loc)
9-10
9-10
9
l/defl
>999
>497
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 107 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-8-2 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)13=960/0-3-8, 9=960/0-3-8
Max Uplift 13=-90(LC 6), 9=-90(LC 6)
Max Grav 13=1388(LC 18), 9=1388(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-375/56, 3-4=-1302/127, 4-5=-1054/132, 5-6=-1302/127, 6-7=-376/56,
2-13=-472/90, 7-9=-472/90
BOT CHORD 12-13=-14/1227, 10-12=0/1009, 9-10=-14/1227
WEBS 3-12=-306/110, 4-12=0/318, 5-10=0/318, 6-10=-307/110, 3-13=-1313/85, 6-9=-1312/86
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
CAR03
Truss Type
Common
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950538
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-cwWb1LqWJJpSXWC6i02lM2Q3lMoVcF1rM2rWtcyi_gx
Scale: 1/4"=1’
1
2
3
4
5
6
7
8
9
14 13 12 11 10
3x6
4x6
3x6
3x6 3x4
4x6
3x4
4x6
3x10
3x6 3x6
3x10
7-7-13
7-7-13
15-0-3
7-4-5
22-8-0
7-7-13
-0-11-4
0-11-4
5-9-12
5-9-12
11-4-0
5-6-4
16-10-4
5-6-4
22-8-0
5-9-12
23-7-4
0-11-4
1-2-147-10-31-2-147.00 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
0.42
0.48
0.97
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.21
0.04
(loc)
13-14
13-14
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 104 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*
5-11,5-13: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)14=960/0-3-8, 10=960/0-3-8
Max Uplift 14=-85(LC 6), 10=-85(LC 6)
Max Grav 14=1021(LC 12), 10=1021(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-343/111, 3-5=-1194/163, 5-7=-1194/163, 7-8=-343/111, 2-14=-360/124,
8-10=-360/124
BOT CHORD 13-14=0/973, 11-13=0/676, 10-11=0/973
WEBS 5-11=-37/435, 7-11=-260/139, 5-13=-37/435, 3-13=-260/139, 3-14=-971/2, 7-10=-971/2
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) 14, 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.
September 5,2017
Job
1700423
Truss
CGR
Truss Type
SPECIAL
Qty
1
Ply
3
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950539
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-473zEhr84dxJ9gnJGjZ_vGzCPm3gLiB?bib4Q2yi_gw
Scale = 1:39.0
1
2
3 4
5 6
7 8
16 15 14 13 12 11 10 9
17 18 19
20 21 22 23 24 25 26 27
5x9
5x10 MT18HS
4x14 MT18HS
5x9
3x8 MT18HS
5x6 10x10 8x8 3x6
3x6
8x8 10x10
5x6
4x8 MT18HS
5x6
3-11-0
3-11-0
9-1-0
5-2-0
11-1-0
2-0-0
14-7-0
3-6-0
18-1-0
3-6-0
20-0-0
1-11-0
-1-11-4
1-11-4
3-11-0
3-11-0
9-1-0
5-2-0
11-1-0
2-0-0
14-7-0
3-6-0
18-1-0
3-6-0
20-0-0
1-11-0
2-1-44-6-123-2-124-8-92-1-44-6-128.00 12
Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-4-8,0-1-3], [4:0-5-0,0-0-14], [7:0-4-8,0-1-3], [8:0-2-8,0-2-4], [9:Edge,0-3-8], [10:0-3-8,0-5-0], [11:0-3-8,0-4-0], [15:0-3-8,0-5-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.56
0.80
0.97
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.31
0.04
(loc)
11-12
11-12
9
l/defl
>999
>771
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 368 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP No.1
WEBS 2x4 SPF Stud/No.3 *Except*
6-12,7-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 3-4, 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)16=8168/0-3-8, 9=8499/0-3-8
Max Horz 16=60(LC 4)
Max Uplift 16=-177(LC 4), 9=-292(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7294/155, 3-4=-9733/244, 4-5=-11932/276, 5-6=-13693/338, 6-7=-11251/374,
7-8=-5444/236, 2-16=-7140/196, 8-9=-7869/305
BOT CHORD 13-15=-34/6022, 12-13=-260/13661, 11-12=-296/11249, 10-11=-138/4690
WEBS 3-15=-67/781, 3-13=-120/4753, 4-13=-77/6304, 5-13=-6918/243, 5-12=-575/0,
6-12=0/3101, 6-11=-2535/93, 7-11=-205/8538, 7-10=-2460/98, 2-15=-25/6607,
8-10=-228/6613
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-5 2x4 - 2 rows staggered at 0-6-0 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 16.0 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) 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)
16=177, 9=292.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 13-0-12, 59 lb up at
15-0-12, and 59 lb up at 17-0-12, and 142 lb up at 18-1-0 on top chord, and 1403 lb down and 7 lb up at 0-11-15, 1402 lb down
and 8 lb up at 2-11-15, 1402 lb down and 8 lb up at 4-11-15, 1402 lb down and 8 lb up at 6-11-15, 1402 lb down and 8 lb up at
8-11-15, 1965 lb down and 6 lb up at 10-11-15, 1397 lb down and 9 lb up at 12-11-15, 43 lb up at 13-0-12, 1397 lb down and 9 lb
up at 14-11-15, 43 lb up at 15-0-12, 1397 lb down and 9 lb up at 16-11-15, 43 lb up at 17-0-12, and 70 lb up at 18-0-4, and 1954
lb down and 4 lb up at 18-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.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.
September 5,2017
Job
1700423
Truss
CGR
Truss Type
SPECIAL
Qty
1
Ply
3
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950539
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:31 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-473zEhr84dxJ9gnJGjZ_vGzCPm3gLiB?bib4Q2yi_gw
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-16=-20
Concentrated Loads (lb)
Vert: 7=56(F) 13=-1402(B) 12=-1965(B) 10=10(F) 17=22(F) 18=22(F) 19=22(F) 20=-1403(B) 21=-1402(B) 22=-1402(B) 23=-1402(B) 24=-1390(F=7, B=-1397)
25=-1390(F=7, B=-1397) 26=-1390(F=7, B=-1397) 27=-1954(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
1700423
Truss
CR01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950540
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-YJdMS1smrx3AmpMVqQ4DRTVRLAYF4O78qMKdyVyi_gv
Scale = 1:18.5
1
2
3
5
4
6
7
8
2x4
3x4
2x4
4x6
4-7-1
4-7-1
-1-3-15
1-3-15
4-7-1
4-7-1
1-2-143-1-94.95 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
0.21
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=274/0-4-9, 4=156/Mechanical
Max Horz 5=58(LC 6)
Max Uplift 5=-123(LC 6), 4=-67(LC 6)
Max Grav 5=278(LC 9), 4=170(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.1 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) 4 except (jt=lb)
5=123.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 41 lb up at
1-10-3, and 90 lb down and 41 lb up at 1-10-3 on top chord, and 10 lb down and 19 lb up at 1-10-3, and 10 lb down and 19 lb up at
1-10-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=2(F=1, B=1)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
CR02
Truss Type
Jack-Open
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950541
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-YJdMS1smrx3AmpMVqQ4DRTVSgAa84Oe8qMKdyVyi_gv
Scale = 1:12.9
1
2
5
3
42x4
2x4
1-2-15
1-2-15
-0-11-4
0-11-4
1-2-15
1-2-15
1-2-141-11-91-6-111-11-97.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.20
0.09
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
5
5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=141/0-3-8, 3=7/Mechanical, 4=4/Mechanical
Max Horz 5=83(LC 6)
Max Uplift 5=-4(LC 6), 3=-30(LC 8), 4=-22(LC 6)
Max Grav 5=184(LC 8), 3=39(LC 7), 4=23(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) 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) 5, 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
CR03
Truss Type
Half Hip Girder
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950542
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2ZoZw_pp?I204BUxyi_gu
Scale = 1:20.1
1
2
3
4 5
7 6
8
9 10
11
4x9 2x4
4x6 3x10
5x6
2x4
3-4-0
3-4-0
7-4-0
4-0-0
-0-11-4
0-11-4
3-4-0
3-4-0
7-4-0
4-0-0
1-2-143-2-37.00 12
Plate Offsets (X,Y)-- [2:0-8-1,0-0-2], [4:0-6-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.50
0.11
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.00
(loc)
7
7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
SLIDER Left 2x8 SP No.2 2-1-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=399/Mechanical, 2=450/0-3-8
Max Horz 2=-7(LC 22)
Max Uplift 6=-101(LC 6), 2=-113(LC 6)
Max Grav 6=494(LC 14), 2=592(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-555/110
BOT CHORD 2-7=-30/319, 6-7=-31/331
WEBS 4-7=-14/262, 4-6=-419/90
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
6=101, 2=113.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 68 lb up at
3-4-0, and 102 lb down and 61 lb up at 5-4-12 on top chord, and 155 lb down and 79 lb up at 3-4-0, and 29 lb down and 14 lb up
at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 2-6=-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.
September 5,2017
Job
1700423
Truss
CR03
Truss Type
Half Hip Girder
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950542
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2ZoZw_pp?I204BUxyi_gu
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 4=-25(F) 7=-155(F) 10=-25(F) 11=-13(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
CR04
Truss Type
Half Hip
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950543
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2VnZuWppiI204BUxyi_gu
Scale = 1:28.1
1
2
3 4
7
6 5
2x4
3x4
2x4
4x6
4x9
3x6
5-4-0
5-4-0
7-4-0
2-0-0
-0-11-4
0-11-4
5-4-0
5-4-0
7-4-0
2-0-0
1-2-144-4-37.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.76
0.20
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 39 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 5-9-13 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=277/Mechanical, 7=352/0-3-8
Max Horz 7=37(LC 6)
Max Uplift 5=-50(LC 6), 7=-67(LC 6)
Max Grav 5=322(LC 19), 7=554(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-274/37, 2-7=-510/93
WEBS 3-5=-330/13
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
CR05
Truss Type
Monopitch
Qty
5
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950544
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-Uil6sju0NYJu07Vuxr6hWubddz9NYHYRHgpk0Nyi_gt
Scale = 1:33.1
1
2
3
5
4
6
2x4
4x6 2x4
3x6
7-4-0
7-4-0
-0-11-4
0-11-4
7-4-0
7-4-0
1-2-145-6-37.00 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
0.94
0.55
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.37
-0.00
(loc)
4-5
4-5
4
l/defl
>573
>229
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 34 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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=277/Mechanical, 5=352/0-3-8
Max Horz 5=39(LC 6)
Max Uplift 4=-33(LC 6), 5=-63(LC 6)
Max Grav 4=311(LC 9), 5=358(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-288/105
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) 4, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
CR06
Truss Type
Jack-Open
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950545
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:gyLAUVZvpDLiff6v9oivzvzJap2-Uil6sju0NYJu07Vuxr6hWubn8zEfYH8RHgpk0Nyi_gt
Scale = 1:18.9
1
2
5
6
3
4
2x4
2x4
3-4-0
3-4-0
-0-11-4
0-11-4
3-4-0
3-4-0
1-2-143-2-37.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.27
0.21
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.02
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=201/0-3-8, 3=81/Mechanical, 4=33/Mechanical
Max Horz 5=123(LC 6)
Max Uplift 5=-12(LC 6), 3=-55(LC 6), 4=-2(LC 6)
Max Grav 5=202(LC 9), 3=113(LC 12), 4=59(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
D
Truss Type
COMMON
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950546
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-yuJU43ue8sRldH44VZdw367_6NTYHh9aWKZHZqyi_gs
Scale = 1:40.3
1
2
3
4
5
6
7
8 9
10
4x6
3x8
3x4
5x9
2x4 2x4
3x8
3x4
9-0-0
9-0-0
18-0-0
9-0-0
-0-11-4
0-11-4
4-7-12
4-7-12
9-0-0
4-4-4
13-4-4
4-4-4
18-0-0
4-7-12
18-11-4
0-11-4
0-8-46-8-40-8-48.00 12
Plate Offsets (X,Y)-- [2:0-4-1,Edge], [8:0-4-1,Edge], [10:0-4-8,0-3-0]
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
0.19
0.68
0.21
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.33
0.03
(loc)
8-10
8-10
8
l/defl
>999
>652
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 73 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
SLIDER Left 2x4 SPF Stud/No.3 2-8-14, Right 2x4 SPF Stud/No.3 2-8-14
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=776/0-3-8, 8=776/0-3-8
Max Uplift 2=-71(LC 4), 8=-71(LC 4)
Max Grav 2=823(LC 8), 8=823(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1028/103, 4-5=-817/94, 5-6=-817/94, 6-8=-1028/103
BOT CHORD 2-10=-7/767, 8-10=-7/767
WEBS 5-10=-20/544, 6-10=-283/118, 4-10=-283/118
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
D1
Truss Type
Hip
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950547
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-yuJU43ue8sRldH44VZdw367wFNZEHgRaWKZHZqyi_gs
Scale = 1:32.4
1
2
3
4 5 6
7
8
9
13 12 11 10
4x9 4x9
3x6
3x4
3x6 2x4 3x8
2x4
2x4 3x6
3x4
3-0-0
3-0-0
9-0-0
6-0-0
15-0-0
6-0-0
18-0-0
3-0-0
-0-11-4
0-11-4
3-0-0
3-0-0
9-0-0
6-0-0
15-0-0
6-0-0
18-0-0
3-0-0
18-11-4
0-11-4
0-8-42-8-40-8-42-8-48.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-6-12,0-2-0], [6:0-6-12,0-2-0], [8:Edge,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.44
0.32
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.03
(loc)
11
10-11
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 70 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
SLIDER Left 2x4 SPF Stud/No.3 1-9-15, Right 2x4 SPF Stud/No.3 1-9-15
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins,
except
2-0-0 oc purlins (4-4-12 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=776/0-3-8, 8=776/0-3-8
Max Uplift 2=-85(LC 4), 8=-85(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1030/84, 4-5=-1454/153, 5-6=-1454/153, 6-8=-1029/84
BOT CHORD 2-13=-10/779, 11-13=-7/785, 10-11=-7/785, 8-10=-10/779
WEBS 4-11=-72/720, 5-11=-411/130, 6-11=-72/720
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
D2
Truss Type
Hip
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950548
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Q4tsHOvGv9ZcFRfG3G89cJg86nry096kk_Ir5Gyi_gr
Scale = 1:32.4
1
2
3
4 5 6
7
8
9
12 11 10
4x6 4x6
3x6
3x4
3x6 3x4
3x4
3x4 3x6
3x4
4-6-0
4-6-0
13-6-0
9-0-0
18-0-0
4-6-0
-0-11-4
0-11-4
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
18-0-0
4-6-0
18-11-4
0-11-4
0-8-43-8-40-8-43-8-48.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [8:Edge,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.54
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.34
0.03
(loc)
10-12
10-12
8
l/defl
>999
>639
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 71 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
SLIDER Left 2x4 SPF Stud/No.3 2-8-12, Right 2x4 SPF Stud/No.3 2-8-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=776/0-3-8, 8=776/0-3-8
Max Uplift 2=-81(LC 4), 8=-81(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1021/71, 4-5=-802/88, 5-6=-802/88, 6-8=-1021/71
BOT CHORD 2-12=0/747, 10-12=-37/958, 8-10=0/747
WEBS 4-12=0/363, 6-10=0/363
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
D3
Truss Type
Hip
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950549
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Q4tsHOvGv9ZcFRfG3G89cJg4anuG0A4kk_Ir5Gyi_gr
Scale = 1:32.4
1
2
3
4 5
6
7
8
11 10 9
4x9
4x6
3x6
3x4
3x4
3x6 2x4 3x4 3x6
3x4
3x4
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
-0-11-4
0-11-4
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
18-11-4
0-11-4
0-8-44-8-40-8-44-8-48.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-6-12,0-2-0], [5:0-3-12,0-2-0], [7:0-3-13,0-0-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.46
0.33
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.10
0.03
(loc)
2-11
2-11
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 72 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
SLIDER Left 2x4 SPF Stud/No.3 3-7-9, Right 2x4 SPF Stud/No.3 3-7-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except
2-0-0 oc purlins (5-11-12 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=776/0-3-8, 7=776/0-3-8
Max Uplift 2=-78(LC 4), 7=-78(LC 4)
Max Grav 2=791(LC 8), 7=791(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-951/85, 4-5=-756/108, 5-7=-951/85
BOT CHORD 2-11=0/687, 9-11=0/691, 7-9=0/687
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
D4
Truss Type
Hip
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950550
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XD9QBBKldVtze2Odiyi_gq
Scale = 1:37.6
1
2
3
4 5
6
7
8
11 10 9
4x9
4x6
3x6
3x4
3x4
3x6
2x4
3x4 3x6
3x4
3x4
7-6-0
7-6-0
10-6-0
3-0-0
18-0-0
7-6-0
-0-11-4
0-11-4
7-6-0
7-6-0
10-6-0
3-0-0
18-0-0
7-6-0
18-11-4
0-11-4
0-8-45-8-40-8-45-8-48.00 12
Plate Offsets (X,Y)-- [2:0-3-13,0-0-8], [4:0-6-12,0-2-0], [5:0-3-12,0-2-0], [7:0-3-9,0-0-12]
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
0.84
0.47
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.26
0.02
(loc)
2-11
2-11
7
l/defl
>999
>837
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 76 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
SLIDER Left 2x4 SPF Stud/No.3 4-6-6, Right 2x4 SPF Stud/No.3 4-6-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=776/0-3-8, 7=776/0-3-8
Max Uplift 2=-74(LC 4), 7=-74(LC 4)
Max Grav 2=807(LC 8), 7=807(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-903/83, 4-5=-714/117, 5-7=-904/83
BOT CHORD 2-11=0/619, 9-11=0/622, 7-9=0/619
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
DGR
Truss Type
HOWE
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950551
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XDA7BAHlPptze2Odiyi_gq
Scale = 1:42.6
1
2
3
4
5
6
7
11 10 9 81213141516 17 186x10 6x12 MT18HS
4x9
4x16
4x9
10x10 4x16
4x9
6x10
4-8-6
4-8-6
9-0-0
4-3-10
13-3-10
4-3-10
18-0-0
4-8-6
-0-11-4
0-11-4
4-8-6
4-8-6
9-0-0
4-3-10
13-3-10
4-3-10
18-0-0
4-8-6
18-11-4
0-11-4
0-8-46-8-40-8-48.00 12
Plate Offsets (X,Y)-- [2:0-1-8,0-2-1], [6:0-1-8,0-2-1], [9:0-5-0,0-6-4]
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
0.80
0.54
0.96
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.26
0.06
(loc)
8-9
8-9
6
l/defl
>999
>833
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 222 lb FT = 0%
GRIP
197/144
244/190
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP 2250F 1.8E
WEBS 2x4 SPF Stud/No.3 *Except*
4-9: 2x4 SPF No.2
WEDGE
Left: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=7367/0-3-8, 6=7753/0-3-8
Max Uplift 2=-57(LC 4), 6=-56(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-10519/30, 3-4=-7401/75, 4-5=-7401/75, 5-6=-10485/39
BOT CHORD 2-11=0/8434, 9-11=0/8434, 8-9=0/8407, 6-8=0/8407
WEBS 3-11=0/3666, 4-9=-7/7860, 5-8=0/3625, 3-9=-2952/68, 5-9=-2918/77
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 0-4-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2118 lb down and 27 lb up at
2-7-5, 1708 lb down at 4-8-1, 1581 lb down at 6-8-1, 1690 lb down at 8-8-1, 1813 lb down and 1 lb up at 10-8-1, 1870 lb down and
5 lb up at 12-8-1, and 1397 lb down and 9 lb up at 14-8-1, and 1397 lb down and 9 lb up at 16-8-1 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: 2-6=-20, 1-4=-60, 4-7=-60
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.
September 5,2017
Job
1700423
Truss
DGR
Truss Type
HOWE
Qty
1
Ply
2
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950551
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XDA7BAHlPptze2Odiyi_gq
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 11=-1708(B) 12=-2118(B) 13=-1581(B) 14=-1690(B) 15=-1813(B) 16=-1870(B) 17=-1397(B) 18=-1397(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
1700423
Truss
DGR1
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950552
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklP3aTCUwd1CInyA8yi_gp
Scale = 1:33.5
1
2
3 4 5 6 7
8
9
14 13 12 11 10
15 16 17 18 19 20
21 22 23 24 25 26
5x9 3x6
3x10
4x6 2x4 6x6
4x6
6x8
2x4 5x9
2x4 3x10
1-4-11
1-4-11
6-5-0
5-0-5
11-7-0
5-2-1
16-7-5
5-0-5
18-0-0
1-4-11
-0-11-4
0-11-4
1-4-11
1-4-11
6-5-0
5-0-5
11-7-0
5-2-1
16-7-5
5-0-5
18-0-0
1-4-11
18-11-4
0-11-4
0-8-41-5-111-7-60-8-41-5-118.00 12
Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-1-7,0-5-11], [2:0-0-12,0-1-1], [3:0-4-8,0-1-3], [7:0-4-8,0-1-3], [8:0-0-12,0-1-1], [8:0-1-7,0-5-11], [8:0-5-8,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
0.53
0.75
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.44
0.03
(loc)
11-12
11-12
8
l/defl
>999
>486
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 78 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
WEDGE
Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except
2-0-0 oc purlins (3-3-3 max.): 3-7.
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=796/0-3-8, 8=796/0-3-8
Max Uplift 2=-105(LC 4), 8=-105(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1245/79, 3-4=-2549/231, 4-6=-2505/225, 6-7=-2505/225, 7-8=-1260/81
BOT CHORD 2-14=-32/951, 12-14=-38/921, 11-12=-185/2549, 10-11=-39/930, 8-10=-33/963
WEBS 3-14=0/288, 3-12=-151/1667, 4-12=-303/100, 6-11=-306/101, 7-11=-143/1612,
7-10=0/302
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=105, 8=105.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb up at 1-4-11, 40 lb up at
3-5-11, 40 lb up at 5-5-11, 40 lb up at 7-5-11, 40 lb up at 9-5-11, 40 lb up at 11-5-11, 40 lb up at 13-5-11, and 40 lb up at 15-5-11
, and 46 lb up at 16-7-5 on top chord, and 23 lb down and 13 lb up at 1-4-11, at 3-5-11, at 5-5-11, at 7-5-11, at 9-5-11, at
11-5-11, at 13-5-11, and at 15-5-11, and 23 lb down and 13 lb up at 16-6-5 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-7=-60, 7-9=-60, 2-8=-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.
September 5,2017
Job
1700423
Truss
DGR1
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950552
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklP3aTCUwd1CInyA8yi_gp
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 14=-23(F) 10=-23(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
E
Truss Type
MONO TRUSS
Qty
10
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950553
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklRqaXtUwZ1CInyA8yi_gp
Scale = 1:21.1
1
2
3
4
6
5
2x8
3x4
3x4
3x4
2x4
6-4-8
6-4-8
11-11-8
5-7-0
-0-11-4
0-11-4
6-4-8
6-4-8
11-11-8
5-7-0
0-3-143-3-123.00 12
Plate Offsets (X,Y)-- [2:0-3-4,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.42
0.45
0.74
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.15
0.03
(loc)
2-6
2-6
5
l/defl
>999
>912
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=464/0-3-8, 2=535/0-3-8
Max Horz 2=39(LC 7)
Max Uplift 5=-79(LC 6), 2=-121(LC 6)
Max Grav 5=538(LC 9), 2=557(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1165/161
BOT CHORD 2-6=-146/1089, 5-6=-146/1089
WEBS 3-6=0/270, 3-5=-1103/191
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=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.
September 5,2017
Job
1700423
Truss
EG
Truss Type
GABLE
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950554
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rfY?wQx9C4xA6uOrkOisDyIar_vuDXdARyXVibyi_go
Scale = 1:20.7
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
12 11 10 9 83x4
-0-11-4
0-11-4
11-11-8
11-11-8
0-3-143-3-123.00 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-S
0.53
0.33
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
0.08
0.00
(loc)
1
1
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 41 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-11-8.
(lb) - Max Horz 2=39(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 11=-289(LC 12), 12=-123(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 2=271(LC 1), 12=699(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-12=-489/201
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10 except
(jt=lb) 11=289, 12=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.
September 5,2017
Job
1700423
Truss
EGR
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950555
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Js6N7mynzO41k2z1I6D5m9qlqOJ7yzQJfcG2E1yi_gn
Scale = 1:25.1
1
2
3 4 5
6
11
10 9 8
7
12 13 14 15
16 17 18 19
5x9 5x9
2x4 2x4
3x4 3x8
2x4
3x4
3x8 3x8
2-0-0
2-0-0
6-6-0
4-6-0
11-0-0
4-6-0
13-0-0
2-0-0
-1-11-4
1-11-4
2-0-0
2-0-0
6-6-0
4-6-0
11-0-0
4-6-0
13-0-0
2-0-0
2-1-43-3-73-5-42-1-43-3-78.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-8,0-1-3], [5:0-4-8,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.51
0.08
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
9
9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 71 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)11=534/0-3-8, 7=642/0-3-8
Max Horz 11=62(LC 4)
Max Uplift 11=-334(LC 4), 7=-227(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-255/245, 3-4=-452/369, 4-5=-452/369, 5-6=-261/241, 2-11=-537/353,
6-7=-375/303
WEBS 3-9=-195/321, 4-9=-269/168, 5-9=-174/289, 2-10=-158/292, 6-8=-229/284
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2) -1-11-4 to 12-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
11=334, 7=227.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb up at 2-0-0, 60 lb up at
4-0-12, 60 lb up at 6-0-12, 60 lb up at 8-0-12, and 60 lb up at 9-11-4, and 145 lb up at 11-0-0 on top chord, and 68 lb up at 2-0-0,
41 lb up at 4-0-12, 41 lb up at 6-0-12, 41 lb up at 8-0-12, and 41 lb up at 9-11-4, and 68 lb up at 10-11-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-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.
September 5,2017
Job
1700423
Truss
EGR
Truss Type
HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950555
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:40 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Js6N7mynzO41k2z1I6D5m9qlqOJ7yzQJfcG2E1yi_gn
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=51(F) 5=51(F) 7=-263 10=9(F) 8=9(F) 12=20(F) 13=20(F) 14=20(F) 15=20(F) 16=7(F) 17=7(F) 18=7(F) 19=7(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
F2
Truss Type
MONO
Qty
5
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950556
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-n2glK6zPjiCuMCYEspkKJNN?foeVhStTuG0cmTyi_gm
Scale = 1:11.0
1
2
3
4
5
2x4
2x4
2x4
3-10-0
3-10-0
3-11-8
0-1-8
-1-3-4
1-3-4
3-10-0
3-10-0
3-11-8
0-1-8
0-3-151-7-124.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
2-4
2-4
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=248/0-3-8, 4=130/0-3-8
Max Horz 2=40(LC 6)
Max Uplift 2=-107(LC 6), 4=-30(LC 6)
Max Grav 2=251(LC 9), 4=139(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
2=107.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
F3
Truss Type
MONO
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950557
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-n2glK6zPjiCuMCYEspkKJNNvRobEhStTuG0cmTyi_gm
Scale = 1:15.4
1
2
3
4
5
2x4
2x4
2x4
5-10-0
5-10-0
5-11-8
0-1-8
-1-3-4
1-3-4
5-10-0
5-10-0
5-11-8
0-1-8
0-3-152-3-124.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.34
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.15
0.00
(loc)
2-4
2-4
4
l/defl
>999
>440
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)2=322/0-3-8, 4=216/0-3-8
Max Horz 2=48(LC 6)
Max Uplift 2=-120(LC 6), 4=-55(LC 6)
Max Grav 2=329(LC 9), 4=239(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 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.
September 5,2017
Job
1700423
Truss
F4
Truss Type
MONO
Qty
3
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950558
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FEE7YS_1U?KlzM6QPXFZrawAPCuOQtoc7wl9Jwyi_gl
Scale = 1:19.1
1
2
3
4
5
2x4
2x4
3x4
2x4
7-10-0
7-10-0
7-11-8
0-1-8
-1-3-4
1-3-4
4-4-10
4-4-10
7-10-0
3-5-6
7-11-8
0-1-8
0-3-152-11-124.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.54
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.45
0.00
(loc)
2-5
2-5
5
l/defl
>507
>203
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 27 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF-S 1650F 1.6E
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=400/0-3-8, 5=299/0-3-8
Max Horz 2=53(LC 6)
Max Uplift 2=-126(LC 6), 5=-67(LC 6)
Max Grav 2=413(LC 9), 5=341(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-456/173
BOT CHORD 2-5=-157/395
WEBS 3-5=-424/211
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=126.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
F5
Truss Type
MONO HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950559
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FEE7YS_1U?KlzM6QPXFZraw2BCz1QuHc7wl9Jwyi_gl
Scale = 1:18.2
1
2
3 4
6 5
4x16
2x4
2x4
2x4 3x4
5-4-10
5-4-10
7-11-8
2-6-14
-1-3-4
1-3-4
5-4-10
5-4-10
7-11-8
2-6-14
0-3-151-11-142-1-81-8-60-3-81-11-144.00 12
Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-8-0,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.65
0.24
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.01
(loc)
2-6
2-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=400/0-3-8, 5=299/0-1-8
Max Horz 2=41(LC 6)
Max Uplift 2=-130(LC 6), 5=-65(LC 6)
Max Grav 2=567(LC 15), 5=325(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-459/42
BOT CHORD 2-6=-13/354, 5-6=-19/346
WEBS 3-5=-427/54
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=130.
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.
September 5,2017
Job
1700423
Truss
F6
Truss Type
JACK
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950560
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jQoWlo?fFJScbWhczEnoOoSF6bJk9MMmLaVirMyi_gk
Scale = 1:10.2
1
2
5
3
4
2x8
3-1-9
3-1-9
-2-0-7
2-0-7
3-1-9
3-1-9
0-5-31-3-00-10-71-3-03.12 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
0.57
0.15
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=26/Mechanical, 2=303/0-5-10, 4=28/Mechanical
Max Horz 2=62(LC 6)
Max Uplift 3=-66(LC 8), 2=-156(LC 6)
Max Grav 3=50(LC 12), 2=376(LC 8), 4=57(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
2=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.
September 5,2017
Job
1700423
Truss
F7
Truss Type
JACK
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950561
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jQoWlo?fFJScbWhczEnoOoSL9bLD9MMmLaVirMyi_gk
Scale = 1:9.3
1
2
5
3
4
2x4
2-0-10
2-0-10
-1-3-4
1-3-4
2-0-10
2-0-10
0-5-31-3-80-10-41-3-85.00 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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.19
0.05
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
2
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-10 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)3=19/Mechanical, 2=190/0-3-8, 4=18/Mechanical
Max Horz 2=63(LC 6)
Max Uplift 3=-39(LC 8), 2=-92(LC 6)
Max Grav 3=35(LC 12), 2=235(LC 8), 4=37(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
FGR
Truss Type
MONO HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950562
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??NO?eXtkjvaEEGNoyi_gj
Scale = 1:18.2
1
2
3 4
6 5
7
8 9 10
11 12
6x6
2x4
3x4 3x4
2x4 4x6
2-10-9
2-10-9
7-11-8
5-0-15
-1-3-4
1-3-4
2-10-9
2-10-9
7-11-8
5-0-15
0-3-151-1-141-3-80-8-60-5-81-1-144.00 12
Plate Offsets (X,Y)-- [2:0-3-6,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.73
0.24
0.38
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.01
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 31 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=400/0-3-8, 5=309/0-1-8
Max Horz 2=35(LC 6)
Max Uplift 2=-133(LC 6), 5=-60(LC 6)
Max Grav 2=491(LC 15), 5=418(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-715/68
BOT CHORD 2-6=-50/673, 5-6=-63/668
WEBS 3-5=-676/76
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=133.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 2-10-10, 1 lb down
and 24 lb up at 4-11-1, and 2 lb down and 23 lb up at 6-11-1, and 8 lb down and 18 lb up at 7-9-12 on top chord, and at 2-10-10,
at 4-11-1, and at 6-11-1, and 19 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
FGR
Truss Type
MONO HIP
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950562
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??NO?eXtkjvaEEGNoyi_gj
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 2-5=-20
Concentrated Loads (lb)
Vert: 5=-10(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
1700423
Truss
FGR1
Truss Type
MONO TRUSS
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950563
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??VN?Z1tgVvaEEGNoyi_gj
Scale = 1:11.0
1
2
3
4
6
5
5x6
2x4 3x4
3x4
6x10
2-0-12
2-0-12
3-11-8
1-10-12
-1-3-4
1-3-4
2-0-12
2-0-12
3-11-8
1-10-12
0-3-151-7-124.00 12
Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-0-0,0-1-14], [3:0-5-3,0-3-0], [4:0-2-14,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.22
0.53
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=707/Mechanical, 2=774/0-3-8
Max Horz 2=43(LC 6)
Max Grav 5=716(LC 9), 2=777(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1183/0, 3-4=-1145/0, 4-5=-495/0
BOT CHORD 2-6=0/1085
WEBS 4-6=0/1322
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1102 lb down at 2-0-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 2-5=-20
Concentrated Loads (lb)
Vert: 6=-1102(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.
September 5,2017
Job
1700423
Truss
G
Truss Type
MONO
Qty
7
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950564
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYZVP?OcG63pu_pvEyi_gi
Scale = 1:23.3
1
2
3
5 4
2x4
2x4
3x4
3x6
3-10-8
3-10-8
4-0-0
0-1-8
-2-3-12
2-3-12
3-10-8
3-10-8
4-0-0
0-1-8
1-2-143-10-148.00 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
0.64
0.14
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=345/0-3-8, 4=99/0-3-8
Max Horz 5=85(LC 4)
Max Uplift 5=-129(LC 4), 4=-7(LC 6)
Max Grav 5=401(LC 6), 4=135(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-364/151
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
5=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.
September 5,2017
Job
1700423
Truss
G1
Truss Type
MONO HIP
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950565
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYYEP1BcFn3pu_pvEyi_gi
Scale = 1:16.5
1
2
3 4
7
6 5
4x9 2x4
4x6 2x4
3x4
3x6
2-0-0
2-0-0
4-0-0
2-0-0
-2-3-12
2-3-12
2-0-0
2-0-0
4-0-0
2-0-0
1-2-142-5-12-6-142-5-18.00 12
Plate Offsets (X,Y)-- [3:0-4-8,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.72
0.02
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=74/Mechanical, 7=317/0-3-8
Max Horz 7=81(LC 4)
Max Uplift 5=-33(LC 6), 7=-153(LC 4)
Max Grav 5=125(LC 15), 7=373(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-361/159
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) -2-3-12 to 3-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
7=153.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 79 lb up at
2-0-0 on top chord, and 52 lb down and 93 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=26(B) 6=28(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.
September 5,2017
Job
1700423
Truss
G2
Truss Type
JACK
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950566
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYakP0ucGH3pu_pvEyi_gi
Scale = 1:17.2
1
2
3
5
4
6
2x4
4x6
2x4
3x4
2-8-7
2-8-7
-3-3-4
3-3-4
2-8-7
2-8-7
1-2-142-6-35.66 12
Plate Offsets (X,Y)-- [2:0-2-15,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.63
0.10
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=447/0-4-15, 4=-49/Mechanical
Max Horz 5=85(LC 7)
Max Uplift 5=-263(LC 6), 4=-194(LC 8)
Max Grav 5=632(LC 8), 4=71(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-608/278
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
5=263, 4=194.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
G3
Truss Type
JACK
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950567
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-8?TeOp1YYEqBSzQBeNKV0Q4tZpM2Lj6C2YjNShyi_gh
Scale: 3/4"=1’
1
4
2
32x4
2x4
2-0-0
2-0-0
2-0-0
2-0-0
1-2-142-6-142-0-52-6-148.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.11
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.01
(loc)
4
3-4
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=73/0-3-8, 2=52/Mechanical, 3=21/Mechanical
Max Horz 4=72(LC 4)
Max Uplift 2=-44(LC 4), 3=-9(LC 4)
Max Grav 4=73(LC 1), 2=76(LC 7), 3=36(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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.
September 5,2017
Job
1700423
Truss
G31
Truss Type
JACK
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950568
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-8?TeOp1YYEqBSzQBeNKV0Q4lRpJGLj6C2YjNShyi_gh
Scale = 1:16.7
1
2
5
3
43x4
3x6
2-0-0
2-0-0
-2-3-12
2-3-12
2-0-0
2-0-0
1-2-142-6-148.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.63
0.29
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.03
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=320/0-3-8, 3=-19/Mechanical, 4=-7/Mechanical
Max Horz 5=151(LC 4)
Max Uplift 5=-105(LC 4), 3=-101(LC 6), 4=-28(LC 6)
Max Grav 5=448(LC 6), 3=66(LC 5), 4=30(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-383/131
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
5=105, 3=101.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
H
Truss Type
MONO
Qty
12
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950569
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-cC10b92AJYy247?OC4rkYedyFDfi4AMLGCTw_7yi_gg
Scale = 1:25.7
1
2
3
4
5
2x4
2x4
3x4
2x4
5-1-11
5-1-11
5-3-3
0-1-8
-0-11-4
0-11-4
5-1-11
5-1-11
5-3-3
0-1-8
0-8-44-2-68.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.50
0.27
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.10
0.00
(loc)
2-5
2-5
5
l/defl
>999
>596
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
SLIDER Left 2x4 SPF Stud/No.3 3-0-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=266/0-3-8, 5=200/0-3-8
Max Horz 2=22(LC 4)
Max Uplift 2=-58(LC 4), 5=-24(LC 4)
Max Grav 2=266(LC 1), 5=224(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
H1
Truss Type
MONO HIP
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950570
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-cC10b92AJYy247?OC4rkYed0cDiO4ARLGCTw_7yi_gg
Scale = 1:19.6
1
2
3
4 5
7 6
4x9 2x4
3x4 2x4
3x4
2x4
3-9-3
3-9-3
5-3-3
1-6-0
-0-11-4
0-11-4
3-9-3
3-9-3
5-3-3
1-6-0
0-8-43-0-113-2-63-0-118.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-4-8,0-1-3]
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-P
0.22
0.10
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
2-7
2-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 26 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
SLIDER Left 2x4 SPF Stud/No.3 2-1-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins,
except end verticals, and 2-0-0 oc purlins: 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=200/Mechanical, 2=266/0-3-8
Max Horz 2=18(LC 4)
Max Uplift 6=-38(LC 4), 2=-62(LC 4)
Max Grav 6=213(LC 8), 2=266(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
H2
Truss Type
MONO HIP
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950571
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rAC8c2?pcLVVrCTWZyi_gf
Scale = 1:14.4
1
2
3 4
6 5
7
8
4x9
2x4
4x6 3x4
3x8 2x4
2-3-3
2-3-3
5-3-3
3-0-0
-0-11-4
0-11-4
2-3-3
2-3-3
5-3-3
3-0-0
0-8-42-0-92-2-62-0-98.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [3:0-4-8,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.17
0.08
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=272/Mechanical, 2=370/0-3-8
Max Horz 2=20(LC 10)
Max Uplift 5=-61(LC 4), 2=-97(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-364/58
WEBS 3-5=-267/43
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 76 lb up at
2-3-3, and 88 lb down and 70 lb up at 3-3-15 on top chord, and 121 lb down and 35 lb up at 2-3-3, and 23 lb down at 3-3-15 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 2-5=-20
Concentrated Loads (lb)
Vert: 3=-24(B) 6=-121(B) 7=-24(B) 8=-11(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.
September 5,2017
Job
1700423
Truss
H3
Truss Type
JACK
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950572
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rAAjcx3pdcVVrCTWZyi_gf
Scale = 1:13.5
1
2
3
4
5
2x4
2x4 3x4
2x8
0-3-2
0-3-2
4-0-14
3-9-12
-1-2-1
1-2-1
4-0-14
4-0-14
0-6-32-1-124.80 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-7,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.26
0.52
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
2-4
2-4
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 14 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=125/Mechanical, 2=253/0-7-13
Max Horz 2=39(LC 6)
Max Uplift 4=-32(LC 6), 2=-107(LC 6)
Max Grav 4=134(LC 9), 2=255(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.2 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) 4 except (jt=lb)
2=107.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
H4
Truss Type
JACK
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950573
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rABac1dpdcVVrCTWZyi_gf
Scale = 1:13.9
1
2
5
3
4
3x4
2x8
3-4-0
3-4-0
-0-11-4
0-11-4
3-4-0
3-4-0
0-6-62-2-66.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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
0.21
0.17
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=80/Mechanical, 2=199/0-3-8, 4=31/Mechanical
Max Horz 2=96(LC 6)
Max Uplift 3=-67(LC 6), 2=-61(LC 6)
Max Grav 3=94(LC 12), 2=200(LC 9), 4=62(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
J
Truss Type
JACK
Qty
12
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950574
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ya9n0r3Qr9CmJR9mKVtCd3iMM0OEY4sekVy120yi_ge
Scale = 1:14.7
1
2
5
3
4
2x8
2-5-13
2-5-13
-0-11-4
0-11-4
2-5-13
2-5-13
0-8-42-4-21-9-92-4-28.00 12
Plate Offsets (X,Y)-- [5:0-4-3,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.20
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=170/0-3-8, 3=52/Mechanical, 4=21/Mechanical
Max Horz 5=98(LC 4)
Max Uplift 5=-30(LC 4), 3=-34(LC 4)
Max Grav 5=179(LC 6), 3=77(LC 8), 4=41(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
K
Truss Type
JACK
Qty
3
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950575
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ya9n0r3Qr9CmJR9mKVtCd3iI70KmY4sekVy120yi_ge
Scale = 1:22.0
1
2
5
3
4
4x6
3x8
2-5-13
2-5-13
-1-11-4
1-11-4
2-5-13
2-5-13
2-1-43-9-23-2-93-9-28.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.48
0.36
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
-0.04
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=273/0-3-8, 3=17/Mechanical, 4=12/Mechanical
Max Horz 5=174(LC 4)
Max Uplift 5=-4(LC 4), 3=-55(LC 6), 4=-39(LC 4)
Max Grav 5=351(LC 6), 3=83(LC 5), 4=44(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-307/71
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
K1
Truss Type
MONO HIP
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950576
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0nj9DB42cTKdxakytCPRAGFTJQkJHXCoy9habSyi_gd
Scale = 1:17.0
1
2
3 4
7
6 5
4x9 2x4
4x6 2x4
3x4
3x6
1-0-3
1-0-3
2-5-13
1-5-10
-1-11-4
1-11-4
1-0-3
1-0-3
2-5-13
1-5-10
2-1-42-7-112-9-62-7-118.00 12
Plate Offsets (X,Y)-- [3:0-4-8,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.51
0.02
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=3/Mechanical, 7=221/0-3-8
Max Horz 7=68(LC 4)
Max Uplift 5=-80(LC 6), 7=-174(LC 4)
Max Grav 5=36(LC 9), 7=301(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-284/141
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2) -1-11-4 to 2-4-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
7=174.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 43 lb up at 1-0-3
on top chord, and 197 lb up at 1-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=77(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
K2
Truss Type
JACK
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950577
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0nj9DB42cTKdxakytCPRAGFUVQhDHX5oy9habSyi_gd
Scale = 1:17.0
1
2
5
6
3
43x4
3x6
2-0-0
2-0-0
-1-11-4
1-11-4
2-0-0
2-0-0
1-9-62-9-62-3-112-9-66.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.44
0.22
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
-0.03
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=269/0-3-8, 3=-3/Mechanical, 4=5/Mechanical
Max Horz 5=145(LC 6)
Max Uplift 5=-58(LC 6), 3=-75(LC 8), 4=-30(LC 6)
Max Grav 5=364(LC 8), 3=40(LC 7), 4=31(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-320/110
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.
September 5,2017
Job
1700423
Truss
K3
Truss Type
MONO TRUSS
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950578
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUocYq4q0_jxBpR87uyi_gc
Scale = 1:16.8
1
2
3
5
4
3x8
6x6
2x4
4x6
1-6-12
1-6-12
-3-2-12
3-2-12
1-6-12
1-6-12
2-1-42-8-124.80 12
Plate Offsets (X,Y)-- [4:0-3-0,0-4-4]
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-P
0.61
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
5
5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=-218/Mechanical, 5=522/0-5-13
Max Horz 5=119(LC 7)
Max Uplift 4=-423(LC 8), 5=-338(LC 6)
Max Grav 4=172(LC 6), 5=811(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-211/435, 2-5=-798/346
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
4=423, 5=338.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
L
Truss Type
JACK
Qty
9
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950579
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUoiyq4_0_LxBpR87uyi_gc
Scale = 1:11.0
1
2
3
4
3x4
2x8
2-2-0
2-2-0
-0-11-4
0-11-4
2-2-0
2-2-0
0-6-61-7-61-1-111-7-66.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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
0.20
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEDGE
Left: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=37/Mechanical, 2=160/0-3-8, 4=20/Mechanical
Max Horz 2=69(LC 6)
Max Uplift 3=-36(LC 6), 2=-60(LC 6)
Max Grav 3=51(LC 12), 2=178(LC 8), 4=39(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
L2
Truss Type
JACK
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950580
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUoh0q3o0_LxBpR87uyi_gc
Scale = 1:10.7
1
2
3
4
5
2x4
2x4 2x8
3x4
2-2-4
2-2-4
-1-6-12
1-6-12
2-2-4
2-2-4
0-8-41-6-124.80 12
Plate Offsets (X,Y)-- [2:0-4-8,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-P
0.26
0.07
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2-5
2-5
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
SLIDER Left 2x4 SPF Stud/No.3 1-6-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=46/Mechanical, 2=211/0-5-13
Max Horz 2=30(LC 6)
Max Uplift 5=-19(LC 8), 2=-107(LC 6)
Max Grav 5=56(LC 12), 2=257(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 greater of min roof live load of 19.2 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) 5 except (jt=lb)
2=107.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
M
Truss Type
JACK
Qty
6
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950581
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-y9rvet5J84aKAutL?dRvFhKpmELylQb5QTAhfKyi_gb
Scale = 1:20.4
1
2
5
3
4
3x4
3x6
2-0-0
2-0-0
-1-11-4
1-11-4
2-0-0
2-0-0
2-1-43-5-42-10-113-5-48.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.45
0.33
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.04
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=269/0-3-8, 3=-4/Mechanical, 4=6/Mechanical
Max Horz 5=166(LC 4)
Max Uplift 3=-76(LC 6), 4=-51(LC 4)
Max Grav 5=364(LC 6), 3=74(LC 5), 4=40(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-321/72
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.
September 5,2017
Job
1700423
Truss
M1
Truss Type
JACK
Qty
2
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950582
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-y9rvet5J84aKAutL?dRvFhKnDELxlQb5QTAhfKyi_gb
Scale = 1:20.0
1
2
5
6
3
43x4
4x6
2-8-7
2-8-7
-2-8-14
2-8-14
2-8-7
2-8-7
2-1-43-4-92-8-133-4-95.66 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.61
0.33
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
-0.03
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=374/0-4-15, 3=-23/Mechanical, 4=17/Mechanical
Max Horz 5=179(LC 6)
Max Uplift 5=-114(LC 6), 3=-135(LC 8), 4=-24(LC 6)
Max Grav 5=510(LC 8), 3=52(LC 7), 4=44(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-471/168
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.3 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) 4 except (jt=lb)
5=114, 3=135.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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.
September 5,2017
Job
1700423
Truss
N
Truss Type
JACK
Qty
4
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950583
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QMOIsC6xvOiBo2SXZLy8ovt?adhIUtrEf7wEBnyi_ga
Scale = 1:20.1
1
2
5
3
4
3x4
3x6
1-11-0
1-11-0
-1-11-4
1-11-4
1-11-0
1-11-0
2-1-43-4-92-10-13-4-98.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.45
0.33
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.03
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=269/0-3-8, 3=-9/Mechanical, 4=4/Mechanical
Max Horz 5=164(LC 4)
Max Uplift 3=-82(LC 6), 4=-53(LC 4)
Max Grav 5=368(LC 6), 3=72(LC 5), 4=39(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-326/72
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.
September 5,2017
Job
1700423
Truss
N1
Truss Type
JACK
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950584
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QMOIsC6xvOiBo2SXZLy8ovts?dhtUtrEf7wEBnyi_ga
Scale = 1:19.8
1
2
5
6
3
43x4
4x6
2-7-0
2-7-0
-2-8-14
2-8-14
2-7-0
2-7-0
2-1-43-3-142-10-63-3-145.66 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.99
0.35
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
-0.08
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=374/0-4-15, 3=-19/Mechanical, 4=3/Mechanical
Max Horz 5=179(LC 6)
Max Uplift 5=-107(LC 6), 3=-119(LC 8), 4=-29(LC 6)
Max Grav 5=515(LC 8), 3=47(LC 7), 4=38(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-454/165
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.3 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) 4 except (jt=lb)
5=107, 3=119.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V1
Truss Type
GABLE
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950585
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-vYyg3Y7Zghq2PC1k62TNK6QBL14XDKFNtnfokDyi_gZ
Scale = 1:30.4
1
2
3
4 5
6 7
12 11 10 9 8
4x6 4x6
5x6
2x4
2x4 3x4
2x4 2x4 2x4
2x4
2x4
9-11-11
9-11-11
-1-11-4
1-11-4
6-1-4
6-1-4
6-10-12
0-9-8
8-10-12
2-0-0
9-11-11
1-0-15
0-5-04-4-13-0-14-5-143-0-14-4-18.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [6:0-3-0,0-2-3]
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
0.38
0.13
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.00
0.00
(loc)
1
1
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 44 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3 *Except*
1-4: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 8-9.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-11-11.
(lb) - Max Horz 2=60(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 12, 9
Max Grav All reactions 250 lb or less at joint(s) 8, 10, 11, 9 except 2=317(LC 6),
12=325(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-12=-257/83
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) 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) 8, 2, 12, 9.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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.
September 5,2017
Job
1700423
Truss
V2
Truss Type
GABLE
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950586
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-nJCBvwA4jwLUupLVLuYJVyauGeSZ98IzoPd?t_yi_gV
Scale = 1:26.7
1
2
3
4 5
9 8 7 62x4
4x12
2x4
2x4 2x4 2x4
2x4
2x4
9-1-3
9-1-3
5-7-8
5-7-8
6-0-4
0-4-12
9-1-3
3-0-15
3-4-13-9-03-4-18.00 12
Plate Offsets (X,Y)-- [3:0-2-15,0-2-0], [4:0-0-11,0-1-0]
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
0.19
0.06
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 34 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-1-3.
(lb) - Max Horz 1=6(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 9, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 7 except 9=320(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 9, 7.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V3
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950587
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-nJCBvwA4jwLUupLVLuYJVyajuePa971zoPd?t_yi_gV
Scale = 1:23.4
1
2 3
5 4
2x4
4x6 2x4
2x4 2x4
7-7-3
7-7-3
5-8-12
5-8-12
7-7-3
1-10-7
3-8-13-9-143-8-18.00 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
0.92
0.32
0.07
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: 25 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 2-3.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=193/7-7-3, 4=44/7-7-3, 5=321/7-7-3
Max Horz 1=7(LC 4)
Max Uplift 1=-24(LC 4), 4=-33(LC 4), 5=-17(LC 4)
Max Grav 1=218(LC 7), 4=44(LC 1), 5=342(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V4
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950588
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A7_22h1ubK613NZPRyi_gU
Scale = 1:24.5
1
2
32x4
2x4
2x4
6-1-3
6-1-3
4-0-138.00 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
0.56
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: 19 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-1-3 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=219/6-1-3, 3=219/6-1-3
Max Horz 1=9(LC 4)
Max Uplift 1=-22(LC 4), 3=-27(LC 4)
Max Grav 1=247(LC 7), 3=243(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.
September 5,2017
Job
1700423
Truss
V5
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950589
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A7?32lQubK613NZPRyi_gU
Scale = 1:18.2
1
2
3
2x4
2x4
2x4
4-7-3
4-7-3
3-0-138.00 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
0.51
0.28
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
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-3 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=159/4-7-3, 3=159/4-7-3
Max Horz 1=6(LC 5)
Max Uplift 1=-17(LC 4), 3=-21(LC 4)
Max Grav 1=180(LC 7), 3=176(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.
September 5,2017
Job
1700423
Truss
V6
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950590
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A74A2oEubK613NZPRyi_gU
Scale = 1:13.2
1
2
3
2x4
2x4
2x4
3-1-3
3-1-3
2-0-138.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.18
0.10
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: 9 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-3 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=99/3-1-3, 3=99/3-1-3
Max Horz 1=4(LC 5)
Max Uplift 1=-10(LC 4), 3=-13(LC 4)
Max Grav 1=112(LC 7), 3=110(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.
September 5,2017
Job
1700423
Truss
V7
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950591
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jiKxKcCKFXbC77VtTJanaNfHOS9qd2aGGj66xtyi_gT
Scale = 1:8.1
1
2
3
2x4
5x6
1-7-3
1-7-3
1-0-138.00 12
Plate Offsets (X,Y)-- [2:0-2-2,0-0-0], [2:0-6-5,0-1-8], [3:0-1-7,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.02
0.01
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: 4 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-7-3 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=39/1-7-3, 3=39/1-7-3
Max Horz 1=2(LC 4)
Max Uplift 1=-4(LC 4), 3=-5(LC 4)
Max Grav 1=44(LC 7), 3=43(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.
September 5,2017
Job
1700423
Truss
V8
Truss Type
GABLE
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950592
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jiKxKcCKFXbC77VtTJanaNfDJS8rd2kGGj66xtyi_gT
Scale: 3/4"=1’
1
2 3 4
7 6 5
2x4
4x6 2x4
2x4 2x4 2x4
2x4
8-7-5
8-7-5
2-10-4
2-10-4
8-7-5
5-9-1
1-9-11-10-141-9-18.00 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
0.29
0.08
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 8-7-5 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 8-7-5.
(lb) - Max Horz 1=3(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 7), 6=307(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V9
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950593
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ButJXxCy0rj3lH3410507bCNhsTgMV5PUNsfUJyi_gS
Scale = 1:14.5
1
2 3
5 4
2x4
4x6
2x4
2x4 2x4
7-1-5
7-1-5
3-4-4
3-4-4
7-1-5
3-9-1
2-1-12-2-142-1-18.00 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
0.37
0.17
0.05
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: 20 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 7-1-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 2-3.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=93/7-1-5, 4=138/7-1-5, 5=288/7-1-5
Max Horz 1=3(LC 4)
Max Uplift 1=-14(LC 4), 4=-40(LC 4), 5=-42(LC 4)
Max Grav 1=106(LC 7), 4=138(LC 1), 5=297(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V10
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950594
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-vYyg3Y7Zghq2PC1k62TNK6QBi15nDKWNtnfokDyi_gZ
Scale = 1:16.4
1
2 3
5 4
2x4
4x6 2x4
2x4 2x4
5-7-5
5-7-5
3-10-4
3-10-4
5-7-5
1-9-1
2-5-12-6-142-5-18.00 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
0.36
0.12
0.04
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: 17 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 2-3.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=121/5-7-5, 4=55/5-7-5, 5=223/5-7-5
Max Horz 1=4(LC 4)
Max Uplift 1=-17(LC 4), 4=-26(LC 4), 5=-26(LC 4)
Max Grav 1=137(LC 7), 4=55(LC 1), 5=237(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V11
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950595
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NkW2Hu8BQ?zv1Mcwgm_ctKyM3RPaynLX6RPLGfyi_gY
Scale = 1:16.6
1
2
3
2x4
2x4
2x4
4-1-5
4-1-5
2-8-148.00 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
0.38
0.21
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: 12 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-5 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=139/4-1-5, 3=139/4-1-5
Max Horz 1=6(LC 4)
Max Uplift 1=-14(LC 4), 3=-18(LC 4)
Max Grav 1=157(LC 7), 3=155(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.
September 5,2017
Job
1700423
Truss
V12
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950596
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NkW2Hu8BQ?zv1Mcwgm_ctKyQHRSuynLX6RPLGfyi_gY
Scale = 1:11.6
1
2
3
2x4
2x4
2x4
2-7-5
2-7-5
1-8-148.00 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
0.11
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-5 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=79/2-7-5, 3=79/2-7-5
Max Horz 1=3(LC 4)
Max Uplift 1=-8(LC 4), 3=-10(LC 4)
Max Grav 1=90(LC 7), 3=88(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.
September 5,2017
Job
1700423
Truss
V13
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950597
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVXirmbhDygL58vo6yi_gX
Scale = 1:31.4
1
2
3
4
5
9 8 7 63x4
4x6
2x4
2x4
2x4 2x4
2x4
2x4
2x4
13-9-4
13-9-4
7-8-1
7-8-1
13-9-4
6-1-3
5-1-61-0-98.00 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
0.26
0.10
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 44 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
3-5: 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-9-4.
(lb) - Max Horz 1=2(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=291(LC 1), 9=401(LC 7), 7=352(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-317/125, 4-7=-285/117
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, 9, 7.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V14
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950598
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVR_rjphDvgL58vo6yi_gX
Scale = 1:25.7
1
2
3
43x4
5x6
3x4
2x4
12-4-3
12-4-3
6-2-1
6-2-1
12-4-3
6-2-1
4-1-68.00 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
0.69
0.27
0.11
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=223/12-4-3, 3=223/12-4-3, 4=464/12-4-3
Max Uplift 1=-32(LC 4), 3=-32(LC 4), 4=-3(LC 4)
Max Grav 1=251(LC 7), 3=251(LC 7), 4=503(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-323/68
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V15
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950599
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVWBrlmhEhgL58vo6yi_gX
Scale = 1:20.7
1
2
3
4
2x4
4x6
2x4 2x4
9-4-3
9-4-3
4-8-1
4-8-1
9-4-3
4-8-1
3-1-68.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.36
0.15
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=164/9-4-3, 3=164/9-4-3, 4=342/9-4-3
Max Uplift 1=-26(LC 4), 3=-26(LC 4), 4=-7(LC 4)
Max Grav 1=186(LC 7), 3=186(LC 7), 4=372(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 5,2017
Job
1700423
Truss
V16
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950600
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-J7eoha9RycDdGfmJoA14yl2j6F6dQhMqZluSKYyi_gW
Scale = 1:15.2
1
2
3
4
2x4
4x6
2x4 2x4
6-4-3
6-4-3
3-2-1
3-2-1
6-4-3
3-2-1
2-1-68.00 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
0.22
0.11
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: 16 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=115/6-4-3, 3=115/6-4-3, 4=200/6-4-3
Max Uplift 1=-27(LC 4), 3=-27(LC 4)
Max Grav 1=134(LC 7), 3=134(LC 7), 4=214(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.
September 5,2017
Job
1700423
Truss
V17
Truss Type
VALLEY
Qty
1
Ply
1
RIVIERA/3500 C TUDOR
Job Reference (optional)
I30950601
8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-J7eoha9RycDdGfmJoA14yl2mxF6nQhqqZluSKYyi_gW
Scale = 1:8.3
1
2
3
2x4
3x6
2x4
3-4-3
3-4-3
1-8-1
1-8-1
3-4-3
1-8-1
1-1-68.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.04
0.10
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 7 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-3 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=95/3-4-3, 3=95/3-4-3
Max Uplift 1=-11(LC 4), 3=-11(LC 4)
Max Grav 1=107(LC 7), 3=107(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.
September 5,2017
edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.