HomeMy WebLinkAboutPARKSIDE B SEALED TRUSS ENGINEERING 1700708Re:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Timberland Home Center-Brazil, IN.
Liu, Xuegang
Pages or sheets covered by this seal: I29925323 thru I29925390
My license renewal date for the state of Indiana is July 31, 2018.
1700459
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:
PARKSIDE B
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
May 19,2017
Job
1700459
Truss
A
Truss Type
SPECIAL
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925323
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DQoPBGnFfJZol1HOJEW0gxJXwQW2mOSr99YkmozEwwK
Scale = 1:78.2
Sheet Back
Left Option 6-0-0
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8 9
10
15 14
13
12 11
16 17
18
4x6
3x4
5x9
3x4
3x4
5x6 6x6
5x6
5-11-15
5-11-15
6-0-0
0-0-1
12-1-12
6-1-12
12-3-8
0-1-12
21-8-12
9-5-4
24-10-8
3-1-12
-0-11-4
0-11-4
5-11-15
5-11-15
6-0-0
0-0-1
12-3-8
6-3-8
17-0-2
4-8-10
21-8-12
4-8-10
24-10-8
3-1-12
0-9-1215-3-144-10-011-1-1410-5-147.00 12
5.69 12
10.00 12
Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:0-2-11,0-1-8], [14:0-2-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.45
0.30
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
0.03
(loc)
14-15
14-15
17
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 117 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 No.2
SLIDER Left 2x6 SPF No.2 3-7-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8
Max Horz 2=408(LC 6)
Max Uplift 14=-192(LC 6), 17=-82(LC 6)
Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-470/5, 4-6=-280/797, 7-8=-552/14, 11-16=-68/404, 10-16=-68/404
BOT CHORD 2-15=-387/638, 14-15=-327/514, 13-14=-683/9, 11-12=-68/386
WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306,
8-11=-516/110, 7-13=-506/126
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 3x6 MT20 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) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb)
14=192.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
A1
Truss Type
SPECIAL
Qty
9
Ply
1
PARKSIDE B
Job Reference (optional)
I29925324
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DQoPBGnFfJZol1HOJEW0gxJXwQW2mOSr99YkmozEwwK
Scale = 1:78.2
1
2
3
4
5
6
7
8 9
10
15 14
13
12 11
16 17
18
4x6
3x4
5x9
3x4
3x4
5x6 6x6
5x6
5-11-15
5-11-15
12-1-12
6-1-13
12-3-8
0-1-12
21-8-12
9-5-4
24-10-8
3-1-12
-0-11-4
0-11-4
5-11-15
5-11-15
12-3-8
6-3-9
17-0-2
4-8-10
21-8-12
4-8-10
24-10-8
3-1-12
0-9-1215-3-144-10-011-1-1410-5-147.00 12
5.69 12
10.00 12
Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:0-2-11,0-1-8], [14:0-2-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.45
0.30
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
0.03
(loc)
14-15
14-15
17
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 117 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 No.2
SLIDER Left 2x6 SPF No.2 3-7-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8
Max Horz 2=408(LC 6)
Max Uplift 14=-192(LC 6), 17=-82(LC 6)
Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-470/5, 4-6=-280/797, 7-8=-552/14, 11-16=-68/404, 10-16=-68/404
BOT CHORD 2-15=-387/638, 14-15=-327/514, 13-14=-683/9, 11-12=-68/386
WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306,
8-11=-516/110, 7-13=-506/126
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 3x6 MT20 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) Bearing at joint(s) 2, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb)
14=192.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
ADGR
Truss Type
Roof Special Girder
Qty
1
Ply
2
PARKSIDE B
Job Reference (optional)
I29925325
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-hdMnPcntQchfMAraty1FD8smwquqVz5_NpHIIFzEwwJ
Scale = 1:54.3
1
2 3
4
5
6
7
8
15 14 13 12 11 10 9
16 17
18 19
3x6
6x6 6x6
4x6
2x8 4x6 3x8
3x8
2x4 3x4 6x10
2x4
2x4
3x6
3-4-0
3-4-0
8-7-12
5-3-12
13-11-8
5-3-12
18-0-14
4-1-6
21-3-8
3-2-10
3-4-0
3-4-0
8-7-12
5-3-12
13-11-8
5-3-12
15-1-12
1-2-4
18-0-14
2-11-2
21-3-8
3-2-10
22-11-4
1-7-12
3-8-07-4-68-11-51-9-47-4-614.00 12
Plate Offsets (X,Y)-- [2:0-3-15,0-3-0], [5:Edge,0-1-14], [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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.14
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.04
0.01
(loc)
12-14
11-12
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 303 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
3-14,3-11,5-10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-10.
REACTIONS.(lb/size)15=1134/0-3-8, 9=1114/0-3-8
Max Horz 15=-95(LC 12)
Max Uplift 15=-1185(LC 4), 9=-365(LC 4)
Max Grav 15=1447(LC 14), 9=1191(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-982/726, 2-3=-642/511, 3-4=-895/393, 4-5=-530/242, 5-6=-1074/468,
6-7=-996/342, 1-15=-1398/964, 7-9=-1142/381
BOT CHORD 12-14=-337/1057, 11-12=-337/1057, 10-11=-103/790
WEBS 2-14=-422/346, 3-14=-831/181, 3-12=-291/546, 3-11=-433/386, 4-11=-213/445,
4-10=-1111/492, 5-10=-507/1063, 6-10=-278/155, 1-14=-542/810, 7-10=-94/605
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
15=1185, 9=365.
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) 133 lb down and 74 lb up at
3-4-0, and 134 lb down and 67 lb up at 5-4-12, and 134 lb down and 67 lb up at 7-4-12 on top chord, and 131 lb down and 545 lb
up at 1-4-12, 99 lb down and 229 lb up at 3-4-12, 99 lb down and 229 lb up at 5-4-12, and 99 lb down and 229 lb up at 7-4-12,
and 366 lb down and 102 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
LOAD CASE(S) StandardContinued 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.
May 19,2017
Job
1700459
Truss
ADGR
Truss Type
Roof Special Girder
Qty
1
Ply
2
PARKSIDE B
Job Reference (optional)
I29925325
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:50 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-hdMnPcntQchfMAraty1FD8smwquqVz5_NpHIIFzEwwJ
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-15=-20
Concentrated Loads (lb)
Vert: 2=-3(B) 13=-11(B) 14=-11(B) 12=-366(B) 16=-3(B) 17=-3(B) 18=-52(B) 19=-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.
Job
1700459
Truss
AE
Truss Type
Hip
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925326
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-9pw9cyoWBwpW_KQnRfYUlMOuBE8gELU7cT1rqhzEwwI
Scale = 1:56.3
1
2 3 4
5
6
7
12 11 10 9 8
4x6
6x6 6x6
2x4 3x6 3x8
3x4
3x8
4x6
3x4
2x8
5-0-0
5-0-0
14-0-0
9-0-0
20-11-8
6-11-8
5-0-0
5-0-0
9-6-0
4-6-0
14-0-0
4-6-0
17-4-0
3-4-0
20-11-8
3-7-8
22-7-4
1-7-12
4-0-119-8-69-10-111-9-49-8-614.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-3-15,0-3-0], [4:0-3-15,0-3-0]
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
0.40
0.55
0.63
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.37
-0.01
(loc)
9-11
9-11
12
l/defl
>999
>670
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 129 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*
2-11,3-11,3-9,4-9: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 3-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=822/0-3-8, 8=939/0-3-8
Max Horz 8=-96(LC 4)
Max Uplift 12=-58(LC 4), 8=-111(LC 4)
Max Grav 12=849(LC 8), 8=939(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-672/138, 2-3=-430/154, 3-4=-502/156, 4-5=-791/177, 1-12=-826/72, 6-8=-263/226
BOT CHORD 9-11=0/448, 8-9=0/412
WEBS 4-9=-57/326, 1-11=0/418, 5-8=-754/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
8=111.
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.
May 19,2017
Job
1700459
Truss
AF
Truss Type
Hip
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925327
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-9pw9cyoWBwpW_KQnRfYUlMOmxE85EHH7cT1rqhzEwwI
Scale = 1:69.1
1
2 3
4
5
6
7
12 11 10 9 8
6x8
6x6 6x6
3x6
2x4 3x6 3x4 3x8
4x6
3x6
2x8
7-0-0
7-0-0
12-0-0
5-0-0
20-11-8
8-11-8
7-0-0
7-0-0
12-0-0
5-0-0
16-4-0
4-4-0
20-11-8
4-7-8
22-7-4
1-7-12
4-0-1112-0-612-2-111-9-412-0-614.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-15,0-3-0], [3:0-3-15,0-3-0]
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
0.93
0.52
0.83
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.38
-0.01
(loc)
8-9
8-9
12
l/defl
>999
>644
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 133 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*
2-11,2-9,3-9: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=822/0-3-8, 8=939/0-3-8
Max Horz 8=-96(LC 4)
Max Uplift 12=-52(LC 4), 8=-106(LC 4)
Max Grav 12=873(LC 8), 8=949(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-721/155, 2-3=-485/186, 3-5=-779/209, 5-6=-281/208, 1-12=-808/89, 6-8=-358/234
BOT CHORD 9-11=0/335, 8-9=0/415
WEBS 3-9=-83/283, 1-11=0/337, 5-8=-652/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
8=106.
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.
May 19,2017
Job
1700459
Truss
AG
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925328
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-d?UXpIp8yExNcU?z_N3jIZx0AdY4zwfHr7mOM7zEwwH
Scale: 3/16"=1’
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9 10
11
12
13
14
15
16
30 29 28 27 26 25 24 23 22 21 20 19 18 17
31
3x6
4x6
4x6
3x4
3x6
18-7-8
18-7-8
-0-11-4
0-11-4
18-7-8
18-7-8
0-4-411-2-107.00 12
Plate Offsets (X,Y)-- [16:0-3-12,Edge], [17:Edge,0-3-8]
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
0.58
0.28
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
17
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 136 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3 *Except*
15-18,14-19,13-20: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 16-17, 15-18, 14-19, 13-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 18-7-8.
(lb) - Max Horz 2=45(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 20, 21, 22, 23, 24, 25, 26,
27, 29, 30
Max Grav All reactions 250 lb or less at joint(s) 17, 2, 18, 19, 20, 21, 22, 23, 24,
25, 26, 27, 29, 30
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 20, 21,
22, 23, 24, 25, 26, 27, 29, 30.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
AH
Truss Type
Piggyback Base
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925329
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-d?UXpIp8yExNcU?z_N3jIZxyZdU8zlxHr7mOM7zEwwH
Scale = 1:67.6
1
2 3
4
5
6
7
12 11 10 9 8
6x8
7x12 4x6
3x6
2x4 3x6 3x4 3x8
4x6
3x6
2x8
6-9-11
6-9-11
12-2-5
5-4-9
20-11-8
8-9-3
6-9-11
6-9-11
12-2-5
5-4-9
16-5-2
4-2-14
20-11-8
4-6-6
22-7-4
1-7-12
4-0-1112-0-01-9-412-0-014.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-2-11,Edge], [3:0-3-2,0-2-0]
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
0.87
0.53
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.40
-0.01
(loc)
8-9
8-9
12
l/defl
>999
>613
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 133 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*
2-11,2-9,3-9: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=822/0-3-8, 8=939/0-3-8
Max Horz 8=-96(LC 4)
Max Uplift 12=-53(LC 4), 8=-107(LC 4)
Max Grav 12=871(LC 8), 8=947(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-720/155, 2-3=-486/185, 3-5=-773/204, 5-6=-273/201, 1-12=-804/90, 6-8=-350/229
BOT CHORD 9-11=0/334, 8-9=0/414
WEBS 3-9=-75/274, 1-11=0/340, 5-8=-655/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
8=107.
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.
May 19,2017
Job
1700459
Truss
AI
Truss Type
Jack-Open
Qty
3
Ply
1
PARKSIDE B
Job Reference (optional)
I29925330
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-5C1w1eqmjX4EDea9Y4ayqnUFY1w4iM9Q3nWyvZzEwwG
Scale = 1:41.4
1
2
5 4
3
2x4
3x6
2x4
3-4-0
3-4-0
-1-7-12
1-7-12
3-4-0
3-4-0
3-8-07-6-116-11-97-6-1114.00 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
0.35
0.17
0.17
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-0 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=263/0-3-8, 3=63/Mechanical, 4=31/Mechanical
Max Horz 5=348(LC 4)
Max Uplift 5=-95(LC 5), 3=-70(LC 4), 4=-308(LC 4)
Max Grav 5=293(LC 6), 3=156(LC 5), 4=146(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-262/126
BOT CHORD 4-5=-294/103
WEBS 2-4=-154/440
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb)
4=308.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
AIGR
Truss Type
Monopitch
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925331
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-5C1w1eqmjX4EDea9Y4ayqnU8Y1oUiN7Q3nWyvZzEwwG
Scale = 1:41.4
1
2
3
5 4
6
2x4
3x4 2x4
3x6
3-4-0
3-4-0
-1-7-12
1-7-12
3-4-0
3-4-0
3-8-07-6-1114.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.79
0.65
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.06
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>584
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 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)4=386/Mechanical, 5=685/0-3-8
Max Horz 5=127(LC 4)
Max Uplift 4=-129(LC 4)
Max Grav 4=412(LC 11), 5=793(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-262/0
WEBS 2-4=-0/276
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
4=129.
7) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of
this truss.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 4 lb up at
0-1-12, and 454 lb down and 10 lb up at 2-4-12 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 Except:
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-20, 2-3=-20, 4-5=-20
Concentrated Loads (lb)
Vert: 5=-459(F) 6=-454(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.
May 19,2017
Job
1700459
Truss
AJ
Truss Type
Half Hip Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925332
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0O6RDhRo1aIRFVR0zEwwF
Scale = 1:29.4
1
2
3 4
7
6 5
8
9
5x6 2x4
4x6
3x8
2x4
2x8
1-4-0
1-4-0
3-4-0
2-0-0
-1-7-12
1-7-12
1-4-0
1-4-0
3-4-0
2-0-0
3-8-05-0-65-2-115-0-614.00 12
Plate Offsets (X,Y)-- [3:0-3-9,0-2-8]
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-S
0.49
0.33
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
0.02
-0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 32 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 3-4-0 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=44/Mechanical, 7=197/0-3-8
Max Horz 7=110(LC 4)
Max Uplift 5=-565(LC 4), 7=-646(LC 4)
Max Grav 5=142(LC 15), 7=254(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-85/404, 2-7=-275/452
WEBS 3-6=-594/79, 3-5=0/301
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2) -1-7-12 to 3-2-4; 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) except (jt=lb)
5=565, 7=646.
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) 104 lb down and 107 lb up at
1-4-0, and 106 lb down and 107 lb up at 1-8-12 on top chord, and 63 lb down and 572 lb up at 1-4-0, and 86 lb down and 467 lb up
at 1-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
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.
May 19,2017
Job
1700459
Truss
AJ
Truss Type
Half Hip Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925332
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:54 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0O6RDhRo1aIRFVR0zEwwF
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=36(F) 6=38(F) 8=36(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
1700459
Truss
AM
Truss Type
Jack-Open
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925333
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0QJRIaRnsaIRFVR0zEwwF
Scale = 1:29.8
1
2
5 4
3
2x4
3x6
2x8
1-4-0
1-4-0
-1-7-12
1-7-12
1-4-0
1-4-0
3-8-05-2-114-7-95-2-1114.00 12
Plate Offsets (X,Y)-- [4:Edge,0-0-15]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.35
0.02
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.02
(loc)
5
5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-4-0 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=235/0-3-8, 3=-47/Mechanical, 4=11/Mechanical
Max Horz 5=261(LC 4)
Max Uplift 5=-164(LC 5), 3=-125(LC 6), 4=-661(LC 4)
Max Grav 5=484(LC 4), 3=102(LC 5), 4=133(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-478/175
WEBS 2-4=-128/699
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
5=164, 3=125, 4=661.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
AOGR
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925334
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-ZObIE_qOTrC5ro9L6o6BN_0K1RIbRqBaIRFVR0zEwwF
Scale = 1:29.2
1
2
3
5
4
2x4
3x6
2x4
3x4
1-9-2
1-9-2
-2-3-15
2-3-15
1-9-2
1-9-2
3-8-05-1-79.90 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
0.75
0.02
0.12
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: 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 1-9-2 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=332/0-4-9, 4=-66/Mechanical
Max Horz 5=102(LC 4)
Max Uplift 5=-1(LC 4), 4=-179(LC 6)
Max Grav 5=485(LC 6), 4=2(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-470/10
WEBS 2-4=-0/308
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 14.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
4=179.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
ASGR
Truss Type
Roof Special Girder
Qty
1
Ply
2
PARKSIDE B
Job Reference (optional)
I29925335
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-1a9gSKr0E9KyTykYgVdQwCZS_rWAA2ujX5?2zSzEwwE
Scale = 1:41.9
1 2 3 4 5 6 7 8
17
16
15 14
13
12 11 10 9
7x10 MT18HS
8x14 MT18HS 3x10 8x14 MT18HS
10x12 MT18HS
2x4
4x12
4x6
4x12
9x14 MT18HS
3x6
12x14 MT18HS
7x18 MT18HS
2x4
12x14 MT18HS
6x10
4x6
2-6-8
2-6-8
6-3-12
3-9-4
10-1-0
3-9-4
14-4-1
4-3-1
17-11-12
3-7-11
18-5-7
0-5-11
22-8-8
4-3-1
2-6-8
2-6-8
6-3-12
3-9-4
10-1-0
3-9-4
14-4-1
4-3-1
17-11-12
3-7-11
18-5-7
0-5-11
22-8-8
4-3-1
3-0-145-10-142-10-0Plate Offsets (X,Y)-- [1:Edge,0-3-8], [8:0-3-8,Edge], [11:0-3-8,0-6-0], [14:0-6-4,0-6-4], [16:0-4-8,0-5-0], [17:0-6-8,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.93
0.57
0.98
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.47
0.08
(loc)
11-12
11-12
9
l/defl
>999
>567
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 355 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x8 SP 2250F 1.8E *Except*
16-17: 2x6 SPF No.2
WEBS 2x4 SPF No.2 *Except*
8-9,11-13: 2x4 SPF-S 1650F 1.6E
2-15,3-16,3-14,4-14: 2x4 SPF Stud/No.3
1-16,14-16,8-10,6-10: 2x4 SP 2400F 2.0E
BRACING-
TOP CHORD 2-0-0 oc purlins (2-10-2 max.): 1-8, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-9
REACTIONS.(lb/size)17=12859/1-6-0, 9=12984/0-3-8
Max Horz 17=-62(LC 4)
Max Uplift 17=-1118(LC 4), 9=-1135(LC 4)
Max Grav 17=13823(LC 7), 9=13963(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-12294/1015, 1-2=-10933/920, 2-3=-10893/920, 3-4=-14378/1227, 4-6=-17393/1475,
6-7=-8842/785, 7-8=-8842/785, 8-9=-11753/990
BOT CHORD 13-14=-1347/17370, 11-12=-22/279, 10-11=-1039/13572
WEBS 15-16=-121/1723, 12-13=-142/2053, 4-13=-217/3346, 1-16=-1318/16225,
14-16=-1193/15542, 3-16=-4285/378, 3-14=-140/2184, 4-14=-4665/382,
11-13=-1048/13697, 6-13=-435/5481, 6-11=-122/2107, 8-10=-1185/14538,
6-10=-8022/656
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 0-3-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 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) 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) Bearing at joint(s) 17, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide metal plate or equivalent at bearing(s) 17 to support reaction shown.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
17=1118, 9=1135.
11) Girder carries tie-in span(s): 56-3-8 from 0-0-0 to 22-8-8Continued 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.
May 19,2017
Job
1700459
Truss
ASGR
Truss Type
Roof Special Girder
Qty
1
Ply
2
PARKSIDE B
Job Reference (optional)
I29925335
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:55 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-1a9gSKr0E9KyTykYgVdQwCZS_rWAA2ujX5?2zSzEwwE
NOTES-
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-8=-60, 16-17=-1100(F=-1080), 13-15=-1100(F=-1080), 9-12=-1100(F=-1080)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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
1700459
Truss
AT
Truss Type
MONO HIP
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925336
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-Wmj2fgse?SSp55JkDC8fSP6iKFqlvc6smlkcVuzEwwD
Scale = 1:59.4
1 2
3
4
5
6
7 8 9
14 13 12 11 10
15 16
17
18
19
3x6
4x6 6x6
4x6
3x8
4x6
4x6
3x6 3x4
2x4
3x4
4x9
3x6
3x6
3x6
3x6
8-5-6
8-5-6
16-7-5
8-1-14
24-7-0
7-11-11
-0-11-4
0-11-4
5-8-12
5-8-12
11-2-0
5-5-4
16-7-5
5-5-4
20-5-6
3-10-2
24-7-0
4-1-10
0-9-1210-6-01-0-010-6-07.00 12
Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-0,0-1-12]
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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.63
0.62
0.54
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.31
0.03
(loc)
2-14
2-14
16
l/defl
>999
>947
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 147 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-14,6-14: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 3-4-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12, 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1035/0-3-8, 16=962/0-3-8
Max Horz 2=272(LC 6)
Max Uplift 2=-28(LC 6), 16=-124(LC 6)
Max Grav 2=1324(LC 15), 16=1128(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1952/23, 4-6=-1705/42, 6-7=-924/56, 7-8=-675/75, 11-15=-95/1009,
9-15=-95/1009
BOT CHORD 2-14=-216/1620, 12-14=-138/1226, 11-12=-31/363
WEBS 4-14=-360/131, 6-14=-0/497, 6-12=-911/135, 8-12=-66/872, 8-11=-993/147
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) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb)
16=124.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
AU
Truss Type
SPECIAL
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925337
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-_zHQt?tGmmagiFuwnwfu?denRe9Wez?0_PU92LzEwwC
Scale: 3/16"=1’
1 2
3
4
5
6
7 8
16
15
14
13
12 11 10 9
17 18
19
20
21
3x8
7x10 MT18HS
6x6
4x9
4x9
3x10
6x10
6x6
6x8
3x10
7x12
4x6
4x6
3x6
3x6
3x6
2-3-8
2-3-8
3-3-8
1-0-0
13-3-8
10-0-0
14-3-8
1-0-0
16-7-5
2-3-13
24-7-0
7-11-11
-0-11-4
0-11-4
2-3-8
2-3-8
8-3-8
6-0-0
14-3-8
6-0-0
16-7-5
2-3-13
24-7-0
7-11-11
0-9-1210-6-01-0-010-6-01-6-00-6-07.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [7:0-7-8,0-2-0], [12:0-1-4,0-1-4], [12:0-5-12,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
0.99
0.65
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.32
-0.90
0.26
(loc)
14-15
14-15
18
l/defl
>920
>323
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 165 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
5-7: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
2-16: 2x8 SP No.2, 3-16: 2x4 SPF Stud/No.3
14-15: 2x4 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
3-15,4-14,6-14,11-13: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 6-13
WEBS 1 Row at midpt 7-11, 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1038/0-3-8, 18=956/0-3-8
Max Horz 2=274(LC 6)
Max Uplift 2=-34(LC 6), 18=-122(LC 6)
Max Grav 2=1329(LC 15), 18=1122(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2155/55, 3-4=-4629/343, 4-6=-1531/69, 6-7=-1153/118, 10-17=-52/935,
8-17=-52/935
BOT CHORD 2-16=-288/1796, 3-16=-1658/230, 15-16=-394/2654, 14-15=-267/2036, 13-14=-91/1257,
6-13=-1843/161, 10-11=-56/662
WEBS 3-15=-145/2216, 4-15=-235/2552, 4-14=-1050/197, 6-14=-67/1540, 11-13=-45/701,
7-13=-166/1243, 7-10=-1063/120
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb)
18=122.
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.
May 19,2017
Job
1700459
Truss
AX
Truss Type
SPECIAL
Qty
5
Ply
1
PARKSIDE B
Job Reference (optional)
I29925338
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-S9rp4LuvX4iXKPT7LdA7XqB??2VmNQF9D3DjanzEwwB
Scale: 3/16"=1’
1 2
3
4
5
6
7 8
15
14
13
12
11 10 9
16
17
18
3x8
7x10 MT18HS
4x6
3x8
4x9
3x10
6x10
6x6
6x8
3x10
7x12
4x6
4x6
2-3-8
2-3-8
3-3-8
1-0-0
13-3-8
10-0-0
14-3-8
1-0-0
16-7-5
2-3-13
24-7-0
7-11-11
-0-11-4
0-11-4
2-3-8
2-3-8
8-3-8
6-0-0
14-3-8
6-0-0
16-7-5
2-3-13
24-7-0
7-11-11
0-9-1210-6-01-6-00-6-07.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [7:0-6-8,0-2-0], [8:Edge,0-3-8], [11:0-1-4,0-1-4], [11:0-5-12,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
0.81
0.65
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.31
-0.89
0.29
(loc)
13-14
13-14
9
l/defl
>927
>326
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 157 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
7-8: 2x4 SP 2400F 2.0E, 1-5: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2 *Except*
2-15: 2x8 SP No.2, 3-15: 2x4 SPF Stud/No.3
13-14: 2x4 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
3-14,4-13,6-13,10-12: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12,10-11.
1 Row at midpt 6-12
WEBS 1 Row at midpt 8-9, 7-10, 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=970/0-3-8, 2=1038/0-3-8
Max Horz 2=37(LC 6)
Max Uplift 9=-77(LC 6), 2=-87(LC 6)
Max Grav 9=1124(LC 14), 2=1329(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2166/105, 3-4=-4516/155, 4-6=-1531/133, 6-7=-1217/215, 8-9=-399/87
BOT CHORD 2-15=-91/1663, 3-15=-1550/70, 14-15=-124/2471, 13-14=-56/1976, 12-13=0/1236,
6-12=-1798/40, 9-10=0/656
WEBS 3-14=0/2141, 4-14=0/2389, 4-13=-1025/161, 6-13=0/1500, 10-12=0/702, 7-12=-121/1199,
7-9=-1065/58
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2.
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.
May 19,2017
Job
1700459
Truss
AY
Truss Type
MONO HIP
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925339
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:54:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-S9rp4LuvX4iXKPT7LdA7XqByQ2WJNZm9D3DjanzEwwB
Scale = 1:59.4
1 2
3
4
5
6
7 8
12 11 10 9
13
14
15
3x6
6x6
3x4
3x8
4x6
4x6
3x6 3x4
2x4
3x4
4x9
4x9
8-5-6
8-5-6
16-7-5
8-1-14
24-7-0
7-11-11
-0-11-4
0-11-4
5-8-12
5-8-12
11-2-0
5-5-4
16-7-5
5-5-4
24-7-0
7-11-11
0-9-1210-6-07.00 12
Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-8,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.98
0.61
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.31
0.04
(loc)
2-12
2-12
9
l/defl
>999
>943
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 129 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
7-8: 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,6-12: 2x4 SPF Stud/No.3
SLIDER Left 2x6 SPF No.2 3-4-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-9, 6-10, 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=976/0-3-0, 2=1035/0-3-8
Max Horz 2=34(LC 6)
Max Uplift 9=-78(LC 6), 2=-82(LC 6)
Max Grav 9=1128(LC 14), 2=1324(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1953/117, 4-6=-1709/137, 6-7=-961/160, 7-8=-740/166, 8-9=-1060/130
BOT CHORD 2-12=-57/1551, 10-12=0/1197
WEBS 4-12=-358/125, 6-12=0/489, 6-10=-898/127, 8-10=-56/1076
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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.
May 19,2017
Job
1700459
Truss
AYG
Truss Type
GABLE
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925340
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJhsAWrQlSgNipefzEww9
Scale: 3/16"=1’
Sheet Front
Left Option 2-7-5
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6 7
8
9
10
11
12 13 14 15
21 20 19 18 17 16
29
27
25
22
37
35
23
28
26
24
30
32
31
36
34
33
38
39
40
3x6
4x8 MT18HS
3x4 3x6 3x4
10x10
4x9
4x6
8x14 MT18HS
3x6
3x8
4x9
3x8
10x10 2-0
-
3
2-7-5
2-7-5
8-5-6
5-10-1
16-7-5
8-1-14
24-7-0
7-11-11
-0-11-4
0-11-4
5-8-12
5-8-12
11-2-0
5-5-4
16-7-5
5-5-4
20-7-5
4-0-0
24-7-0
3-11-11
0-9-1210-6-07.00 12
Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-1-12,0-1-0], [12:0-5-0,0-1-12], [27:0-3-2,0-1-1]
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
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.93
0.76
0.56
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.24
0.04
(loc)
16-17
16-17
16
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 170 lb FT = 0%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-19,8-19,3-21: 2x4 SPF Stud/No.3, 2-21: 2x4 SP No.1
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-15.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 15-16, 8-17, 12-17
JOINTS 1 Brace at Jt(s): 15, 23, 24, 27, 28, 32, 33, 37
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=970/0-3-8, 21=1038/0-3-8
Max Horz 21=58(LC 6)
Max Uplift 16=-77(LC 6), 21=-86(LC 6)
Max Grav 16=1124(LC 14), 21=1329(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-881/126, 3-4=-1627/67, 4-5=-1583/79, 5-7=-1541/92, 7-8=-1593/118, 8-9=-726/49,
9-10=-791/94, 10-11=-736/100, 11-12=-687/111, 12-13=-640/118, 13-14=-639/118,
14-15=-757/176, 15-16=-1057/130, 2-21=-651/134
BOT CHORD 20-21=-21/1528, 19-20=-84/1535, 17-19=-6/1220
WEBS 3-29=-418/107, 19-29=-333/127, 19-27=-8/471, 8-27=-75/848, 8-25=-699/87,
17-25=-895/142, 17-22=-355/80, 12-22=-320/80, 15-17=-74/1113, 21-37=-1073/0,
35-37=-1070/0, 3-35=-1186/0, 22-23=-772/70, 14-23=-754/65, 25-28=-693/98,
26-28=-711/61, 24-26=-669/62, 22-24=-704/60, 27-30=-610/98, 25-30=-628/101,
29-32=-384/76, 31-32=-443/71, 27-31=-440/67, 9-28=-266/72, 29-33=-256/98,
7-27=-281/48, 3-33=0/299
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) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 2x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 21.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.
May 19,2017
Job
1700459
Truss
AYG
Truss Type
GABLE
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925340
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:00 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJhsAWrQlSgNipefzEww9
NOTES-
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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
1700459
Truss
B
Truss Type
Common
Qty
16
Ply
1
PARKSIDE B
Job Reference (optional)
I29925341
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-OYyZV1v93hyEZjcVS2CbcFGJusAtrP_SgNipefzEww9
Scale = 1:84.0
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17
3x6
5x6
3x6
3x6 3x4
3x4
3x4
3x8
3x6
3x4
3x6
2x4
2x8
3x6
5x6
3x6
7-9-10
7-9-10
16-0-2
8-2-8
23-3-6
7-3-5
30-6-11
7-3-5
38-0-0
7-5-5
5-6-6
5-6-6
10-9-4
5-2-14
16-0-2
5-2-14
23-3-6
7-3-5
30-6-11
7-3-5
38-0-0
7-5-5
4-0-413-4-50-6-67.00 12
Plate Offsets (X,Y)-- [9:0-1-0,0-0-9], [9:0-6-0,0-1-3]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.92
0.73
0.61
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.30
0.12
(loc)
12
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 191 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
1-4,7-9: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-15,8-10,1-16: 2x4 SPF Stud/No.3
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-15, 3-13, 6-13, 8-12, 2-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=1508/0-3-8, 9=1508/Mechanical
Max Horz 16=-18(LC 6)
Max Uplift 16=-87(LC 6), 9=-85(LC 6)
Max Grav 16=1655(LC 11), 9=1655(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1578/215, 3-5=-1542/249, 5-6=-1568/240, 6-8=-2141/207, 8-9=-2699/166
BOT CHORD 15-16=0/1058, 13-15=0/1186, 12-13=0/1650, 10-12=-62/2201, 9-10=-62/2201
WEBS 2-15=0/356, 3-13=-300/123, 5-13=-133/1085, 6-13=-913/151, 6-12=0/498,
8-12=-651/110, 8-10=0/323, 2-16=-1743/48
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) 16, 9.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
BCGR
Truss Type
Piggyback Base Girder
Qty
1
Ply
3
PARKSIDE B
Job Reference (optional)
I29925342
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-skWxiNwnq?45BtBi0mkq9TpeDGbJavPcv1SNB6zEww8
Scale = 1:67.7
1
2
3 4
5
6
7
8
15 14 13 12 11 10 91617181920212223
3x6
8x8 4x6
3x6
2x4 4x6
3x6
3x4 3x4 3x8
3x6
6x6 4x6
3x6
3-6-10
3-6-10
6-9-11
3-3-2
12-2-5
5-4-9
16-5-2
4-2-14
20-11-8
4-6-6
3-6-10
3-6-10
6-9-11
3-3-2
12-2-5
5-4-9
16-5-2
4-2-14
20-11-8
4-6-6
22-7-4
1-7-12
4-0-1112-0-01-9-412-0-014.00 12
Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-3-2,0-2-0], [9:Edge,0-3-8], [10:0-3-0,0-4-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.30
0.40
0.41
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.07
-0.01
(loc)
10-11
10-11
15
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 490 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
2-13,3-13,3-11,4-11: 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 (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-10.
REACTIONS.(lb/size)15=4529/0-3-8, 9=4674/0-3-8
Max Horz 9=-96(LC 4)
Max Uplift 9=-411(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2427/125, 2-3=-2566/259, 3-4=-1930/237, 4-6=-3034/283, 6-7=-4326/325,
1-15=-3553/74, 7-9=-4341/333
BOT CHORD 13-14=0/1530, 11-13=0/1629, 10-11=-90/2744
WEBS 2-14=-510/88, 3-13=-51/975, 3-11=-71/732, 4-11=-118/1942, 6-11=-1516/314,
6-10=-255/1983, 1-14=0/2246, 7-10=-23/2760
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 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 12.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=411.
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) 700 lb down at 0-1-12, 689 lb
down at 2-0-4, 590 lb down and 11 lb up at 4-0-4, 590 lb down and 11 lb up at 6-0-4, 590 lb down and 11 lb up at 8-0-4, 255 lb
down and 3 lb up at 10-0-4, 525 lb down and 26 lb up at 12-0-4, 545 lb down and 24 lb up at 14-0-4, and 1728 lb down at
15-11-4, and 1231 lb down and 365 lb up at 17-11-4 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.
May 19,2017
Job
1700459
Truss
BCGR
Truss Type
Piggyback Base Girder
Qty
1
Ply
3
PARKSIDE B
Job Reference (optional)
I29925342
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:01 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-skWxiNwnq?45BtBi0mkq9TpeDGbJavPcv1SNB6zEww8
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, 4-7=-60, 7-8=-60, 9-15=-20
Concentrated Loads (lb)
Vert: 15=-700(F) 11=-525(F) 16=-689(F) 17=-590(F) 18=-590(F) 19=-590(F) 20=-255(F) 21=-545(F) 22=-1728(F) 23=-1231(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
1700459
Truss
BD
Truss Type
Roof Special
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925343
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:02 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-Kw4JwjxPbICyp0muaTF3igLfzfw2JH0l8hBwjYzEww7
Scale = 1:79.8
1
2 3
4
5
6
7 8
16 15 14 13 12 11 10 9
17 18
5x9
4x6
5x10 MT18HS 3x8 4x6
4x9 4x6
3x4
3x4
3x4
3x4
3x4 2x4
3x8
3x8
3x6
1-8-4
1-8-4
9-1-7
7-5-3
20-9-8
11-8-1
20-11-4
0-1-12
23-11-13
3-0-9
31-8-8
7-8-11
1-8-4
1-8-4
9-1-7
7-5-3
16-6-10
7-5-3
23-11-13
7-5-3
31-8-8
7-8-11
13-1-511-11-311-11-47.00 12
Plate Offsets (X,Y)-- [1:0-3-12,Edge], [2:0-5-0,0-1-5], [8:Edge,0-3-8]
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
0.94
0.43
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.26
-0.66
-0.01
(loc)
11-14
11-14
16
l/defl
>944
>376
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 236 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
2-4,6-8: 2x4 SPF-S 1650F 1.6E
BOT CHORD 2x4 SP 2400F 2.0E
WEBS 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 (2-2-0 max.): 2-8.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 1-16, 8-9, 2-16, 3-15, 3-14, 5-11, 7-11, 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=776/0-3-8, 9=316/Mechanical, 11=1421/0-3-8
Max Horz 11=-4(LC 6)
Max Uplift 16=-75(LC 6), 9=-44(LC 6), 11=-96(LC 6)
Max Grav 16=1086(LC 13), 9=545(LC 13), 11=1975(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-578/173, 8-9=-339/80
BOT CHORD 14-15=0/544, 11-14=-43/251
WEBS 2-16=-1165/178, 2-15=-119/680, 3-15=-720/44, 5-14=0/546, 5-11=-1032/134,
7-11=-835/104
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) 16, 9, 11.
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.
May 19,2017
Job
1700459
Truss
BE
Truss Type
Roof Special
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925344
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:02 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-Kw4JwjxPbICyp0muaTF3igLg5fwxJKMl8hBwjYzEww7
Scale = 1:76.1
1
2 3
4
5
6 7
15 14 13 12 11 10 9 8
16 17
5x9
4x6
5x10 MT18HS
3x6 4x6
3x8 3x6 3x4
3x4
3x4
3x4
3x4 2x4
3x8
3x6
5-8-4
5-8-4
12-1-7
6-5-3
20-9-8
8-8-1
20-11-4
0-1-12
24-11-13
4-0-9
31-8-8
6-8-11
5-8-4
5-8-4
12-1-7
6-5-3
18-6-10
6-5-3
24-11-13
6-5-3
31-8-8
6-8-11
13-1-59-7-39-7-47.00 12
Plate Offsets (X,Y)-- [1:0-3-12,Edge], [2:0-5-9,0-1-6], [7:Edge,0-3-8]
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
0.87
0.44
0.55
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.32
-0.02
(loc)
10-13
10-13
15
l/defl
>999
>769
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 200 lb FT = 0%
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
1-15: 2x4 SPF-S 1650F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-15, 7-8, 2-15, 3-14, 3-13, 4-10, 6-10, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=790/0-3-8, 8=343/Mechanical, 10=1380/0-3-8
Max Horz 10=-14(LC 6)
Max Uplift 15=-73(LC 6), 8=-47(LC 6), 10=-85(LC 6)
Max Grav 15=1049(LC 9), 8=565(LC 13), 10=2028(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-281/7, 2-3=-519/137, 3-4=-656/151, 7-8=-296/67
BOT CHORD 14-15=0/461, 13-14=0/642
WEBS 2-15=-906/151, 2-14=0/377, 3-14=-312/29, 3-13=-500/110, 4-13=-6/801,
4-10=-1265/129, 6-10=-716/51, 6-8=-251/38
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) 15, 8, 10.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
BF
Truss Type
Roof Special
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925345
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-p7ei73x1McKpQAL48BmIEuurk39E2iRuNLxUF_zEww6
Scale = 1:76.1
1
2
3
4 5
6 7
15 14 13 12 11 9 810
5x9
4x6
5x10 MT18HS
3x6 4x9
4x6 3x6
4x9
6x6 3x4
3x4
2x4
5x9
3x6
9-6-4
9-6-4
16-8-12
7-2-8
21-1-0
4-4-4
24-1-7
3-0-7
31-8-8
7-7-1
4-10-14
4-10-14
9-6-4
4-7-6
16-9-13
7-3-9
24-1-7
7-3-9
31-8-8
7-7-1
13-1-57-4-67-4-67.00 12
Plate Offsets (X,Y)-- [1:0-3-12,Edge], [3:0-5-3,0-1-6], [8:Edge,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
0.88
0.88
0.88
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.55
0.06
(loc)
14-15
14-15
8
l/defl
>999
>455
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 177 lb FT = 0%
GRIP
169/123
169/123
LUMBER-
TOP CHORD 2x4 SPF-S 1650F 1.6E *Except*
1-3: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
1-15: 2x4 SPF-S 1650F 1.6E, 3-14,4-12,6-9: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-10-13 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-15, 7-8, 2-15, 3-14, 3-12, 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=1203/0-3-8, 8=1152/Mechanical, 10=159/0-3-8
Max Horz 15=-23(LC 6)
Max Uplift 15=-99(LC 6), 8=-102(LC 6)
Max Grav 15=1489(LC 9), 8=1748(LC 13), 10=217(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1706/239, 3-4=-1885/196, 4-6=-1415/171, 6-7=-1415/171, 7-8=-1660/146
BOT CHORD 14-15=0/594, 12-14=0/1456, 10-12=-22/1885, 9-10=-22/1885
WEBS 2-15=-1359/180, 2-14=-183/2075, 3-14=-1683/256, 3-12=-56/597, 4-12=-399/125,
4-9=-655/34, 6-9=-846/143, 7-9=-114/1910
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) 15 except (jt=lb)
8=102.
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.
May 19,2017
Job
1700459
Truss
BG
Truss Type
Common Supported Gable
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925346
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:05 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-lVmSYlzIuDaXgUVTFbomJJzIvt1QWnBBqfQaKtzEww4
Scale = 1:84.0
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
67 66 65 64 63 62 61 60 59 58 57
56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35
3x8
5x6
3x6
3x8 3x6
5x6
3x6
42-0-0
42-0-0
-1-7-12
1-7-12
21-0-0
21-0-0
42-0-0
21-0-0
42-11-4
0-11-4
0-9-1213-0-120-9-127.00 12
Plate Offsets (X,Y)-- [9:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.32
0.07
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.01
(loc)
34
33
35
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 336 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
17-51,16-52,15-53,14-54,13-55,12-56,18-50,19-49,20-48,21-47,22-46: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 17-51, 16-52, 15-53, 14-54, 13-55, 12-56,
18-50, 19-49, 20-48, 21-47, 22-46
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 42-0-0.
(lb) - Max Horz 67=18(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 67, 53, 54, 55, 56, 58, 59, 60, 61,
62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except
51=-127(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 35, 51, 52, 53, 54, 55, 56, 58,
59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39,
38, 37, 36 except 67=277(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-246/280, 16-17=-249/286, 17-18=-249/286, 18-19=-246/280
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 67, 53, 54, 55,
56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 51=127.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
BGGR
Truss Type
Roof Special Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925347
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWNiHEbF9?L3J98sJzEww3
Scale = 1:77.2
1
2
3
4
5 6 7
8
9 10
21 20 19 18 16 15 14 13 12 11
22
23
24 25 26 27 28
17 29 30 31 32 33 34
5x9
4x6 3x6
3x6 2x4
8x8 6x8
3x6
4x6
3x6
4x6
6x10
4x6 2x8
3x8 2x4
4x9 2x8
3x8
6x8
4-8-7
4-8-7
9-1-5
4-4-15
12-4-8
3-3-3
13-6-4
1-1-12
18-1-11
4-7-7
22-7-6
4-5-11
27-1-1
4-5-11
31-8-8
4-7-7
4-8-7
4-8-7
9-1-5
4-4-15
13-6-4
4-4-15
18-1-11
4-7-7
22-7-6
4-5-11
27-1-1
4-5-11
31-8-8
4-7-7
13-1-55-0-65-0-67.00 12
Plate Offsets (X,Y)-- [1:0-3-12,Edge], [5:0-4-13,0-1-5]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.77
0.65
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.09
0.02
(loc)
13-15
13-15
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 247 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.2
WEBS 2x4 SPF Stud/No.3 *Except*
1-21,3-21,3-20,4-20: 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 (4-7-4 max.): 5-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-21, 3-21, 4-20, 6-16, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)21=476/0-3-8, 11=832/Mechanical, 17=1382/0-3-8
Max Horz 17=-33(LC 21)
Max Uplift 21=-65(LC 21), 11=-427(LC 6), 17=-312(LC 6)
Max Grav 21=761(LC 18), 11=1369(LC 24), 17=1747(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-466/134, 4-5=-470/110, 6-7=-1455/432, 7-9=-1455/432
BOT CHORD 20-21=0/260, 19-20=-36/278, 15-16=-137/1114, 13-15=-137/1114, 12-13=-281/1039,
11-12=-281/1039
WEBS 3-21=-684/152, 3-20=-100/297, 4-19=-483/131, 5-16=-619/114, 6-16=-1537/381,
6-15=0/304, 6-13=-262/474, 7-13=-492/194, 9-13=-56/535, 9-11=-1520/477
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) 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) 21 except (jt=lb)
11=427, 17=312.
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) 124 lb down and 103 lb up at
22-0-4, 124 lb down and 103 lb up at 24-0-4, 124 lb down and 103 lb up at 26-0-4, and 124 lb down and 103 lb up at 28-0-4, and
124 lb down and 103 lb up at 30-0-4 on top chord, and 168 lb down and 38 lb up at 21-1-12, 40 lb down and 46 lb up at 22-0-4, 40
lb down and 46 lb up at 24-0-4, 40 lb down and 46 lb up at 26-0-4, and 40 lb down and 46 lb up at 28-0-4, and 40 lb down and 46
lb up at 30-0-4 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
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.
May 19,2017
Job
1700459
Truss
BGGR
Truss Type
Roof Special Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925347
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:06 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWNiHEbF9?L3J98sJzEww3
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-10=-60, 11-21=-20
Concentrated Loads (lb)
Vert: 29=-168(F) 30=-2(F) 31=-2(F) 32=-2(F) 33=-2(F) 34=-2(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
1700459
Truss
BH
Truss Type
Jack-Open
Qty
5
Ply
1
PARKSIDE B
Job Reference (optional)
I29925348
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DiKql4_wfXiOHe4fpJJ?sWWPVHFZFG_L3J98sJzEww3
Scale = 1:30.0
1
2
5
3
4
4x6
3x8
2-11-8
2-11-8
-1-7-12
1-7-12
2-11-8
2-11-8
1-9-45-2-1114.00 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
0.59
0.59
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.01
-0.06
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-8 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=253/0-3-8, 3=54/Mechanical, 4=21/Mechanical
Max Horz 5=272(LC 4)
Max Uplift 5=-25(LC 5), 3=-122(LC 4), 4=-51(LC 4)
Max Grav 5=293(LC 6), 3=142(LC 5), 4=63(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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb)
3=122.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
BIGR
Truss Type
Monopitch Girder
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925349
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-huuCzQ?YQqqFvofrN0qEPk3dEghX_i3UHzvhOlzEww2
Scale = 1:30.0
1
2
3
5
46
2x4
4x6
2x4
3x6
2-11-8
2-11-8
-1-7-12
1-7-12
2-11-8
2-11-8
1-9-45-2-1114.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.40
0.22
0.08
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: 23 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 2-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=188/Mechanical, 5=490/0-3-8
Max Horz 5=124(LC 4)
Max Uplift 4=-37(LC 4), 5=-59(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-266/79
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down and 1 lb up at
1-0-4 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: 1-2=-60, 2-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 6=-357(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
BJ
Truss Type
Roof Special
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925350
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-huuCzQ?YQqqFvofrN0qEPk3Y6ggJ_YvUHzvhOlzEww2
Scale = 1:73.0
1
2
3
4
5 6
12 11 10 9 8 7
13
5x9
4x6
3x6
5x9 2x4
3x4 3x6
3x6
3x4
3x6
3x4 2x4
6-0-7
6-0-7
12-8-0
6-7-9
17-6-4
4-10-4
21-1-0
3-6-12
6-0-7
6-0-7
11-9-5
5-8-15
17-6-4
5-8-15
21-1-0
3-6-12
13-1-52-8-62-8-67.00 12
Plate Offsets (X,Y)-- [1:0-3-12,Edge], [5:0-5-5,0-1-2]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.72
0.30
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
-0.09
0.01
(loc)
11-12
11-12
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 119 lb FT = 0%
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3 *Except*
1-12: 2x4 SPF-S 1650F 1.6E, 2-12,2-11: 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 (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-11.
WEBS 1 Row at midpt 1-12, 2-12, 2-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=474/0-3-8, 7=304/Mechanical, 9=886/0-3-8
Max Horz 9=-27(LC 6)
Max Uplift 12=-34(LC 6), 7=-10(LC 6), 9=-58(LC 6)
Max Grav 12=619(LC 9), 7=376(LC 12), 9=1261(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-480/114
BOT CHORD 8-9=0/346, 7-8=0/342
WEBS 2-12=-512/112, 4-9=-969/105, 5-9=-429/79, 5-7=-417/6
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) 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) 12, 7, 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.
May 19,2017
Job
1700459
Truss
BK
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925351
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-94RbAm?AA8y6XxD2wkMTxxbiQ4yUj5AeWdeFxCzEww1
Scale = 1:76.2
1
2
3
4
5
6
10 9 8 7
11
3x4
2x8
3x6
3x6
3x6
3x4
3x4
2x4
3x8
3x4
3x4
7-1-8
7-1-8
12-4-8
5-3-0
12-6-4
0-1-12
21-1-0
8-6-12
7-1-8
7-1-8
13-11-8
6-10-0
21-1-0
7-1-8
13-1-50-9-127.00 12
Plate Offsets (X,Y)-- [6:0-5-11,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
0.82
0.49
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.37
-0.01
(loc)
6-7
6-7
10
l/defl
>721
>281
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 110 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-9,4-7: 2x4 SPF Stud/No.3
SLIDER Right 2x6 SPF No.2 4-1-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-10, 2-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)10=601/0-3-8, 7=574/0-3-8, 6=499/0-3-8
Max Horz 7=-363(LC 6)
Max Uplift 10=-194(LC 6)
Max Grav 10=776(LC 9), 7=581(LC 9), 6=520(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-290/76, 2-4=-495/0, 4-6=-566/0
BOT CHORD 9-10=-126/388, 7-9=-282/416, 6-7=0/407
WEBS 2-10=-606/198, 4-7=-442/0
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
10=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.
May 19,2017
Job
1700459
Truss
BU
Truss Type
Piggyback Base
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925352
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-dH?zO60oxS5z85oEURtiU98uCUK8SSknlGOoTezEww0
Scale = 1:77.0
1 2 3 4 5 6
7
8
17 16
15
14 13
12
11 10 9
18
19
20
2x4
6x14 3x6 4x9
3x4
2x4 3x6
4x9
2x4
6x8
3x6
4x9 3x4
3x6
3x4 2x4
3x6
3x6
3x6
6-5-2
6-5-2
12-6-12
6-1-10
18-9-8
6-2-12
18-11-4
0-1-12
21-4-3
2-4-15
26-4-10
5-0-6
31-8-8
5-3-14
6-5-2
6-5-2
12-6-12
6-1-10
16-11-8
4-4-12
21-4-3
4-4-12
26-4-10
5-0-6
31-8-8
5-3-14
10-0-01-10-04-11-81-0-011-0-07.00 12
Plate Offsets (X,Y)-- [6:0-6-8,0-2-0], [15:0-5-8,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.75
0.34
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
-0.05
(loc)
13-14
15-16
19
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 228 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
13-15,7-10,8-9,8-10: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-13.
WEBS 1 Row at midpt 3-14, 2-16, 5-13, 6-13, 7-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)13=1389/0-3-8, 9=424/Mechanical, 19=676/0-3-8
Max Horz 13=-245(LC 6)
Max Uplift 13=-115(LC 6), 19=-106(LC 6)
Max Grav 13=1858(LC 14), 9=709(LC 15), 19=1090(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-520/61, 2-3=-520/61, 3-5=-457/92, 7-8=-465/58, 8-9=-664/1
BOT CHORD 15-16=-52/459, 10-11=0/301
WEBS 3-15=-650/52, 1-16=-102/897, 2-16=-733/129, 5-15=-2/853, 5-13=-1273/82,
6-13=-692/114, 6-11=-72/430, 7-11=-491/123, 8-10=0/383
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=115, 19=106.
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.
May 19,2017
Job
1700459
Truss
BU1
Truss Type
Piggyback Base
Qty
3
Ply
1
PARKSIDE B
Job Reference (optional)
I29925353
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-dH?zO60oxS5z85oEURtiU98tCUHBSRGnlGOoTezEww0
Scale = 1:70.4
1 2 3 4 5 6
7
8
16 15
14
13
12
11 10 9
17
3x4
3x8 3x6
5x6
3x4
2x4 3x6
4x9
2x4
4x9
6x8
3x4
2x4
2x4 3x8
3x6
6-5-2
6-5-2
12-6-12
6-1-10
21-1-0
8-6-4
21-4-3
0-3-3
26-4-10
5-0-6
31-8-8
5-3-14
6-5-2
6-5-2
12-6-12
6-1-10
16-11-8
4-4-12
21-4-3
4-4-12
26-4-10
5-0-6
31-8-8
5-3-14
10-0-011-0-04-11-81-0-011-0-07.00 12
Plate Offsets (X,Y)-- [6:0-4-0,0-2-4], [14:0-5-8,0-3-12]
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
0.81
0.53
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.43
-0.02
(loc)
11-13
11-13
16
l/defl
>999
>590
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 213 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-10,8-9,8-10: 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 (5-10-10 max.): 1-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
WEBS 1 Row at midpt 1-16, 3-13, 2-15, 3-15, 5-11, 6-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=784/0-3-8, 11=1415/0-3-8, 9=314/Mechanical
Max Horz 11=-49(LC 6)
Max Uplift 16=-83(LC 6), 11=-86(LC 6), 9=-25(LC 6)
Max Grav 16=1242(LC 13), 11=1885(LC 13), 9=610(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1187/129, 1-2=-612/160, 2-3=-612/160, 3-5=-623/174, 6-7=-493/208,
7-8=-390/101, 8-9=-556/57
BOT CHORD 14-15=0/610
WEBS 3-14=-532/84, 1-15=-75/1082, 2-15=-762/113, 11-14=0/288, 5-14=-1/771,
5-11=-1261/82, 6-11=-697/103, 6-10=-136/632, 7-10=-646/151, 8-10=-26/283
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); 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) 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) 16, 11, 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.
May 19,2017
Job
1700459
Truss
BV
Truss Type
Piggyback Base
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925354
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-5TZLbS1QilDqmFNQ29Ox0Mh5UudZBzKw_w7L?4zEww?
Scale = 1:70.4
1 2 3 4 5 6 7 8
16 15
14
13
12 11
10 93x4
3x8 3x6 4x6
3x4
3x4
2x4 3x6
3x8
2x4
6x8
3x4
4x9
3x4
3x4
3x6
6-5-2
6-5-2
12-6-12
6-1-10
20-9-8
8-2-12
20-11-4
0-1-12
25-1-9
4-2-5
31-8-8
6-6-15
6-5-2
6-5-2
12-6-12
6-1-10
18-10-3
6-3-7
25-1-9
6-3-7
31-8-8
6-6-15
10-0-011-0-01-0-0Plate Offsets (X,Y)-- [14:0-5-8,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.59
0.52
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.42
-0.01
(loc)
12-13
12-13
16
l/defl
>999
>597
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 215 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-16, 8-9, 3-13, 2-15, 5-12, 7-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=757/0-3-8, 9=275/Mechanical, 12=1481/0-3-8
Max Horz 12=-24(LC 4)
Max Uplift 16=-60(LC 4), 9=-12(LC 4), 12=-146(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-705/107, 1-2=-425/145, 2-3=-425/145, 3-5=-416/145
BOT CHORD 14-15=0/355
WEBS 3-14=-372/119, 1-15=-47/651, 2-15=-415/110, 5-14=-34/596, 5-12=-882/152,
7-12=-494/90
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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) 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) 16, 9 except
(jt=lb) 12=146.
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.
May 19,2017
Job
1700459
Truss
C
Truss Type
Common
Qty
5
Ply
1
PARKSIDE B
Job Reference (optional)
I29925355
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-af7jpo23T3LhOPydcsvAZaDDrIywwLA4CatvXXzEww_
Scale = 1:93.2
1 2
3
4
5
6
7
8
9
10
11
12
13
20 19 18 17 16 15 14
21 22
3x6
5x6
3x6
3x8
4x6
4x6
3x6
3x6
2x4
3x4
3x6
3x8
3x4
3x4
2x4
3x8
4x6
4x6
3x6 3x6
7-2-5
7-2-5
14-1-3
6-10-13
24-1-12
10-0-9
32-11-2
8-9-6
42-0-0
9-0-14
-1-7-12
1-7-12
7-2-5
7-2-5
14-1-3
6-10-13
21-0-0
6-10-13
27-10-13
6-10-13
34-9-11
6-10-13
42-0-0
7-2-5
42-11-4
0-11-4
0-9-1213-0-120-9-127.00 12
Plate Offsets (X,Y)-- [2:0-5-11,Edge], [12:0-5-11,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
0.80
0.64
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.50
0.04
(loc)
16-18
16-18
12
l/defl
>999
>576
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 202 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-20,4-18,10-14: 2x4 SPF Stud/No.3
SLIDER Left 2x6 SPF No.2 4-2-1, Right 2x6 SPF No.2 4-2-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-16.
WEBS 1 Row at midpt 4-18, 6-16, 7-16, 8-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=914/0-3-8, 16=2042/0-3-8, 12=559/0-3-8
Max Horz 2=18(LC 6)
Max Uplift 2=-117(LC 6), 16=-74(LC 6), 12=-82(LC 6)
Max Grav 2=968(LC 9), 16=2228(LC 12), 12=622(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1220/120, 4-6=-718/157, 6-7=0/321, 7-8=0/495, 8-10=-478/180, 10-12=-638/116
BOT CHORD 2-20=-9/925, 18-20=-9/925, 16-18=0/544, 12-14=-8/465
WEBS 4-20=0/271, 4-18=-592/101, 6-18=0/559, 6-16=-963/129, 7-16=-710/0, 8-16=-829/192,
8-14=-49/714, 10-14=-466/163
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) 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) 16, 12 except
(jt=lb) 2=117.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
C1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925356
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-2rh5082hENTX?ZXp9aQP6nmZBhQ2fxPDREcS3zzEwvz
Scale = 1:81.6
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9
10
11
12
13 14 15
16
17
18
19
20
21 22 23
24
25
26
27
28
29
30
58 57 56 55 54 53 52 51 50 49 48 47
46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31
3x6
5x6
3x6
3x6 5x6
3x8
37-8-8
37-8-8
15-8-10
15-8-10
37-8-8
21-11-14
4-2-513-4-50-6-67.00 12
Plate Offsets (X,Y)-- [30:0-3-8,Edge], [30:0-1-3,0-6-0], [30:0-0-9,0-1-0], [39:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.13
0.07
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
30
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 326 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
14-45,13-46,12-48,10-49,9-50,8-51,7-52,15-44,16-43,17-42,18-41,19-40,20-39: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 14-45, 13-46, 12-48, 10-49, 9-50, 8-51,
7-52, 15-44, 16-43, 17-42, 18-41, 19-40,
20-39
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 37-8-8.
(lb) - Max Horz 58=-19(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 58, 48, 49, 50, 51, 52, 53, 54, 55,
56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except
45=-150(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 58, 46, 48, 49, 50, 51, 52, 53,
54, 55, 56, 57, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30 except
45=270(LC 6), 31=327(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-227/264, 10-12=-249/290, 12-13=-276/322, 13-14=-277/325, 14-15=-277/325,
15-16=-276/322, 16-17=-249/290, 17-18=-227/264
WEBS 14-45=-254/177
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) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 58, 48, 49, 50, 51,
52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 45=150.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
CG
Truss Type
GABLE
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925357
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-_EpsRp4xm_jFFshBH_StBCruPV6Q7qsWuY5Z7szEwvx
Scale = 1:81.8
Sheet Back
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1 2
3
4
5
6
7
8
9
10
11
12
13 14
15
16
17
18
19
20 21 22
23
24
25
26
27
28
29
57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30
5x6
3x6
3x6
5x6
5x6
3x8
38-0-0
38-0-0
16-0-2
16-0-2
38-0-0
21-11-14
4-0-413-4-50-6-67.00 12
Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [29:0-3-8,Edge], [29:0-1-3,0-6-0], [29:0-0-9,0-1-0], [38:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.14
0.08
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
29
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 327 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
13-44,12-45,11-47,10-48,9-49,8-50,7-51,14-43,15-42,16-41,17-40,18-39,19-38: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 13-44, 12-45, 11-47, 10-48, 9-49, 8-50,
7-51, 14-43, 15-42, 16-41, 17-40, 18-39,
19-38
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 38-0-0.
(lb) - Max Horz 57=-18(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 57, 47, 48, 49, 50, 51, 52, 53, 54,
55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except
44=-152(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 57, 45, 47, 48, 49, 50, 51, 52,
53, 54, 55, 56, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 29 except
44=272(LC 6), 30=327(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-229/267, 10-11=-251/294, 11-12=-278/325, 12-13=-279/328, 13-14=-279/328,
14-15=-278/325, 15-16=-251/293, 16-17=-229/267
WEBS 13-44=-256/179
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) 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) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 57, 47, 48, 49, 50,
51, 52, 53, 54, 55, 56, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 44=152.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
DG
Truss Type
Common Supported Gable
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925358
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-SQMEe95ZXIr6s0GOri_6jQO?ivPdsFDf7Cr6fIzEwvw
Scale = 1:68.8
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6 7
8
9 10
11
12
13
14
15
26 25 24 23 22 21 20 19 18 17 16
3x4
2x8
3x6
4x6
3x6
2x8
3x4
13-4-8
13-4-8
-1-7-12
1-7-12
6-8-4
6-8-4
13-4-8
6-8-4
15-0-4
1-7-12
2-2-211-1-22-2-216.00 12
Plate Offsets (X,Y)-- [8:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.43
0.21
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.00
0.00
(loc)
14-15
14-15
17
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 119 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
8-21,7-22,9-20: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-21, 7-22, 9-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-0-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 22, 24, 20 except 21=-331(LC 5),
23=-118(LC 4), 25=-132(LC 4), 19=-149(LC 4), 18=-119(LC 6), 17=-340(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 26, 22, 23, 24, 25, 20, 19, 18
except 21=628(LC 4), 17=302(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-159/281, 5-7=-248/394, 7-8=-284/429, 8-9=-284/429, 9-11=-248/395,
11-12=-160/276
WEBS 8-21=-615/358
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 22, 24, 20
except (jt=lb) 21=331, 23=118, 25=132, 19=149, 18=119, 17=340.
10) Non Standard bearing condition. Review required.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
DGR
Truss Type
QUEENPOST
Qty
2
Ply
2
PARKSIDE B
Job Reference (optional)
I29925359
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-SQMEe95ZXIr6s0GOri_6jQO?TvLgsByf7Cr6fIzEwvw
Scale = 1:67.4
1
2
3
4
5
6
7
10 9 8111213141516
3x6
4x6
2x8
10x10
4x6
4x6
2x8
5x9 5x9
6-8-4
6-8-4
13-0-0
6-3-12
13-4-8
0-4-8
-1-7-12
1-7-12
2-11-4
2-11-4
6-8-4
3-9-0
10-5-4
3-9-0
13-4-8
2-11-4
2-2-211-1-22-2-216.00 12
Plate Offsets (X,Y)-- [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
0.44
0.46
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.14
0.01
(loc)
8-9
8-9
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 229 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP 2250F 1.8E
WEBS 2x4 SPF Stud/No.3 *Except*
5-9: 2x4 SPF No.2, 2-10,7-8: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)10=4843/0-3-8, 8=5233/0-3-8
Max Horz 10=112(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-945/115, 3-5=-3250/66, 5-6=-3253/68, 6-7=-992/76, 2-10=-914/163, 7-8=-847/64
BOT CHORD 9-10=0/1640, 8-9=0/1663
WEBS 3-9=-139/546, 5-9=-8/4837, 6-9=-144/537, 3-10=-2658/0, 6-8=-2594/0
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1488 lb down at 2-0-12, 1488 lb
down at 4-0-12, 1488 lb down at 6-0-12, 1488 lb down at 8-0-12, and 1488 lb down at 10-0-12, and 1488 lb down at 12-0-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 8-10=-20, 1-2=-60, 2-5=-60, 5-7=-60
Concentrated Loads (lb)
Vert: 11=-1488(F) 12=-1488(F) 13=-1488(F) 14=-1488(F) 15=-1488(F) 16=-1488(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.
May 19,2017
Job
1700459
Truss
E
Truss Type
MONO
Qty
4
Ply
1
PARKSIDE B
Job Reference (optional)
I29925360
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-wdwcsV5BIbzzUAraOPVLGdx2_JgObnTpMsagCkzEwvv
Scale = 1:21.9
1
2
3
4
5
2x4
2x4
2x4
7-3-0
7-3-0
7-4-8
0-1-8
-0-11-4
0-11-4
7-3-0
7-3-0
7-4-8
0-1-8
0-4-13-4-155.00 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
0.91
0.56
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.38
0.00
(loc)
2-4
2-4
4
l/defl
>563
>225
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 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=353/0-3-8, 4=278/0-3-8
Max Horz 2=57(LC 6)
Max Uplift 2=-105(LC 6), 4=-69(LC 6)
Max Grav 2=361(LC 9), 4=312(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
2=105.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
EG
Truss Type
Monopitch Supported Gable
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925361
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-wdwcsV5BIbzzUAraOPVLGdxBGJlFbnTpMsagCkzEwvv
Scale = 1:15.5
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
2x4
2x4 2x4
-0-11-4
0-11-4
5-0-0
5-0-0
0-4-12-5-15.00 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
0.24
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.04
0.00
(loc)
1
1
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 15 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=189/5-0-0, 2=256/5-0-0
Max Horz 2=49(LC 6)
Max Uplift 4=-54(LC 6), 2=-89(LC 6)
Max Grav 4=203(LC 9), 2=259(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
HIP01
Truss Type
GABLE
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925362
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-OpU_3r6p3v5q6KQmy70apqTG?i?4KCDybWKDkAzEwvu
Scale = 1:72.2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
37 36 35 34 33 32 31 30 29 28 27 26
25
24
23
22
21
20
19
18
5x6
4x6 4x6
3x6
4x6
3x6
5x6
5x6
5x6
18-2-4
18-2-4
31-8-8
13-6-4
31-8-8
31-8-8
12-10-82-5-131-10-512-10-89.22 12
Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [12:0-3-0,0-3-0], [17:Edge,0-3-8], [26:0-0-0,0-1-12], [27:0-1-12,0-0-0], [27:0-4-8,0-1-4], [34:0-3-0,0-1-4], [34:0-0-0,0-1-12], [35:0-1-12
,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.76
0.59
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.01
(loc)
-
-
18
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 268 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
8-12: 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF No.2 *Except*
34-37,18-20: 2x4 SPF Stud/No.3
WEBS 2x4 SPF No.2 *Except*
17-18: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2 *Except*
13-23,14-22,15-21,16-19: 2x4 SPF Stud/No.3
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-17, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 19-21,18-19.
WEBS 1 Row at midpt 1-37, 2-36, 3-35, 4-33, 5-32, 6-31, 7-30,
8-29, 9-28, 10-27, 11-25, 12-24
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 31-8-8.
(lb) - Max Horz 37=252(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 36, 33, 32, 31, 30, 29, 28, 27, 25,
24, 23, 22, 21, 26 except 18=-299(LC 4), 19=-136(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 37, 36, 35, 33, 32, 31, 30, 29,
28, 27, 25, 24, 23, 22, 21, 19, 26 except 18=294(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) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 33, 32, 31, 30,
29, 28, 27, 25, 24, 23, 22, 21, 26 except (jt=lb) 18=299, 19=136.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 25, 24, 23, 22, 21, 19.
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.
May 19,2017
Job
1700459
Truss
O
Truss Type
SPECIAL
Qty
3
Ply
1
PARKSIDE B
Job Reference (optional)
I29925363
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-s?2MHB7SqDDhjU_zWqXpL20Ty6IP3d06pA3mGdzEwvt
Scale: 3/16"=1’
1 2
3
4
5
6
9 8 7
10 11
123x6
4x9
4x6
3x4
3x6
3x4
2x4
3x4
3x6
9-6-5
9-6-5
18-10-8
9-4-3
-0-11-4
0-11-4
6-6-2
6-6-2
12-6-9
6-0-7
18-10-8
6-3-15
0-4-411-4-67-2-611-4-67.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [6:0-5-8,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
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.62
0.78
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.48
0.34
(loc)
2-9
2-9
11
l/defl
>999
>466
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 No.2 *Except*
3-9,5-9: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=810/0-3-8, 11=718/0-3-8
Max Horz 2=144(LC 6)
Max Uplift 2=-24(LC 6), 11=-94(LC 6)
Max Grav 2=836(LC 9), 11=873(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1101/3, 3-5=-881/18, 7-10=-45/669, 6-10=-45/669
BOT CHORD 2-9=-55/928, 7-9=0/492
WEBS 3-9=-426/149, 5-9=-3/602, 5-7=-771/128
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) 11 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) 2, 11.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
P
Truss Type
Monopitch
Qty
7
Ply
1
PARKSIDE B
Job Reference (optional)
I29925364
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-s?2MHB7SqDDhjU_zWqXpL20O46Mp3cl6pA3mGdzEwvt
Scale = 1:66.6
1
2 3
4
5
6
13 12
11 10
9
8 7
14 15
16
6x12
4x6
4x9
8x8
4x9
3x6
2x4
2x4
2x4
6x8
5x9
3x6
2-5-8
2-5-8
9-6-8
7-1-0
16-7-8
7-1-0
18-10-8
2-3-0
-0-11-4
0-11-4
2-5-8
2-5-8
9-6-8
7-1-0
16-7-8
7-1-0
18-10-8
2-3-0
0-4-411-4-67-2-611-4-61-0-07.00 12
Plate Offsets (X,Y)-- [1:0-4-8,0-1-7], [2:0-1-12,0-1-0], [3:0-5-0,0-0-0], [4:0-2-0,Edge], [9:0-2-4,0-2-8], [13:0-1-12,0-0-0], [13:1-6-0,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.93
0.56
0.33
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.46
0.22
(loc)
3-11
3-11
15
l/defl
>999
>478
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 123 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
1-4: 2x8 SP No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-13,4-11,7-9: 2x4 SPF Stud/No.3
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-8, 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=742/0-5-8, 15=715/0-3-8
Max Horz 1=122(LC 6)
Max Uplift 15=-97(LC 6)
Max Grav 1=782(LC 12), 15=857(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-381/0, 3-4=-1093/0, 4-5=-378/17, 5-6=-387/60
BOT CHORD 3-11=-6/943, 9-11=-2/949
WEBS 5-9=-559/62, 4-11=0/356, 4-9=-977/126, 6-9=-88/1075
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB1
Truss Type
GABLE
Qty
6
Ply
1
PARKSIDE B
Job Reference (optional)
I29925365
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-LCclUX84bWLYLeZ94Y22uFYgMWnMo8PF2qpKo3zEwvs
Scale = 1:24.3
2
3
4
6 5
1
4x6
2x4
2x4 2x4 2x4
7-11-11
7-11-11
6-4-11
6-4-11
7-11-11
1-7-0
-0-0-43-8-83-8-122-8-10-1-107.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.45
0.22
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: 25 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 7-11-11.
(lb) - Max Horz 1=14(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-509(LC 12), 2=-284(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=846(LC 12), 6=306(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
1=509, 2=284.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB2
Truss Type
GABLE
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925366
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-pOA7ht9iMqTPzn8LdFZHQT5wkwABXbuPHUYtLVzEwvr
Scale: 1/2"=1’
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
2
3
4
5
6
10 9 8 7
1
4x6
7-11-11
7-11-11
6-4-11
6-4-11
7-11-11
1-7-0
-0-0-43-8-83-8-122-8-10-1-107.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.09
0.05
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
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 7-11-11.
(lb) - Max Horz 1=14(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 9, 10
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8, 9, 10
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 9, 10.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB4
Truss Type
Piggyback
Qty
3
Ply
1
PARKSIDE B
Job Reference (optional)
I29925367
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-HakVvD9K78bGaxjYBy5Wzge1QKTVG_2YW8IRtyzEwvq
Scale = 1:51.7
1
2
3
4
5
6
7
14 13 12 11 10 9
15
8
4x6
3x6
3x6
3x4
21-4-3
21-4-3
6-11-6
6-11-6
21-4-3
14-4-13
4-2-98-4-98-4-130-0-40-1-20-1-107.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.35
0.18
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 80 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 21-4-3.
(lb) - Max Horz 14=-17(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 10, 9 except 8=-391(LC 12), 7=-106(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 14, 8 except 12=312(LC 9), 13=392(LC 9), 10=360(LC 12),
9=470(LC 12), 7=679(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-13=-319/96, 4-10=-290/102, 6-9=-360/128
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) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 10, 9
except (jt=lb) 8=391, 7=106.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB5
Truss Type
Piggyback
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925368
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-HakVvD9K78bGaxjYBy5Wzge2HKUjGyFYW8IRtyzEwvq
Scale: 1/4"=1’
1
2
3 4 5
6
7
8
9
10
11
18 17 16 15 14 13 12
19
20
21
22
23
3x6 3x6
3x6
3x6
3x4
21-4-3
21-4-3
6-5-12
6-5-12
7-5-1
0-11-5
21-4-3
13-11-3
4-2-97-9-97-11-140-1-100-4-50-1-107-9-97.00 12
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.30
0.10
0.41
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
10
10
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 81 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.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-6-1.
(lb) - Max Horz 18=-21(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 18, 14, 17, 13, 12, 10
Max Grav All reactions 250 lb or less at joint(s) 18, 10 except 14=482(LC 26),
16=435(LC 18), 17=499(LC 26), 13=542(LC 26), 12=420(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-14=-408/90, 4-16=-352/0, 2-17=-419/87, 8-13=-458/112, 9-12=-357/87
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
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) 18, 14, 17, 13, 12,
10.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB6
Truss Type
Piggyback
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925369
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-lnIt6ZAytRj7C5IklgclWuACBjqr?RShko1_POzEwvp
Scale = 1:38.4
1
2 3 4 5
6
7
8
9
16 15 14 13 12 11 10
17
18
4x6 3x6
3x6
3x4
21-4-3
21-4-3
2-5-12
2-5-12
11-5-1
8-11-5
21-4-3
9-11-3
4-2-95-5-95-7-140-1-100-4-50-1-105-5-97.00 12
Plate Offsets (X,Y)-- [5:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.35
0.10
0.29
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
8
8
8
l/defl
n/r
n/r
n/a
L/d
120
120
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
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.): 2-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-6-1.
(lb) - Max Horz 16=-21(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 16, 14, 11, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 16, 8 except 12=387(LC 17),
14=585(LC 17), 15=328(LC 17), 11=537(LC 18), 10=428(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-12=-310/33, 3-14=-498/93, 2-15=-253/10, 6-11=-454/98, 7-10=-365/92
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
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) 16, 14, 11, 10, 8.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB7
Truss Type
Piggyback
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925370
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DzrFKuBaelr_qFtwJN7_25jQm7AAkx7rzSnXxqzEwvo
Scale = 1:54.3
1 2 3 4 5 6 7 8 9
20 19 18 17 16 15 14 13 12 11 10
5x6
3x6
5x6
3x6
31-8-8
31-8-8
31-8-8
31-8-8
3-1-93-3-30-1-103-1-90-1-10Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.17
0.10
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
10
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 98 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 2-0-0 oc purlins (6-0-0 max.): 1-9, 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 31-8-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 10, 15, 17, 18, 19, 14, 13, 11
Max Grav All reactions 250 lb or less at joint(s) 20, 10 except 15=314(LC 1), 17=316(LC 1), 18=317(LC 1),
19=341(LC 1), 14=321(LC 1), 13=324(LC 1), 11=333(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-19=-258/79
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10, 15, 17, 18,
19, 14, 13, 11.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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.
May 19,2017
Job
1700459
Truss
PB8
Truss Type
SPECIAL
Qty
4
Ply
1
PARKSIDE B
Job Reference (optional)
I29925371
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-DzrFKuBaelr_qFtwJN7_25jPh7A4kx9rzSnXxqzEwvo
Scale = 1:26.1
1
2
3
4
6 5
7
2x4
2x4 2x4 2x4
2x4
7-11-11
7-11-110-4-54-6-30-1-100-1-107.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.24
0.10
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
5
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 25 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.(lb/size)5=122/7-1-9, 2=119/7-1-9, 6=348/7-1-9
Max Horz 2=21(LC 6)
Max Uplift 6=-83(LC 6)
Max Grav 5=144(LC 9), 2=119(LC 1), 6=419(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-331/136
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB9
Truss Type
Piggyback
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925372
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-h9PeXECCP3zqRPS6s5eDbJGcUXXHTPB_C6W5UGzEwvn
Scale = 1:21.5
1
2
3
4
5
6
4x6
2x4 2x4 2x4
5-4-9
5-4-9
2-8-5
2-8-5
5-4-9
2-8-5
0-5-103-0-10-1-100-5-100-1-1014.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.11
0.04
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
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
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-9 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)2=130/4-4-2, 4=130/4-4-2, 6=124/4-4-2
Max Uplift 2=-35(LC 4), 4=-35(LC 4)
Max Grav 2=149(LC 8), 4=149(LC 8), 6=132(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
PB10
Truss Type
Piggyback
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925373
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-LCclUX84bWLYLeZ94Y22uFYnnWq8o8_F2qpKo3zEwvs
Scale = 1:15.7
1
2
3
4 5
6
7
8
3x6 3x6
2x4 2x4 2x4
2x4
5-4-9
5-4-9
2-2-5
2-2-5
3-2-5
1-0-0
5-4-9
2-2-5
0-5-102-2-122-5-10-1-100-5-100-1-102-2-1214.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-4-0,Edge], [5:0-4-0,Edge], [6:0-2-10,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.04
0.04
0.01
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
6
6
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 16 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except
2-0-0 oc purlins: 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=130/4-4-2, 6=130/4-4-2, 8=123/4-4-2
Max Uplift 2=-34(LC 4), 6=-34(LC 4)
Max Grav 2=146(LC 8), 6=146(LC 8), 8=126(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
Q
Truss Type
Common
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925374
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-h9PeXECCP3zqRPS6s5eDbJGS?XTmTOB_C6W5UGzEwvn
Scale = 1:56.5
1
2
3
4
7 6 5
6x8
4x6
2x4 2x4 3x8
6x8
6-1-12
6-1-12
12-3-8
6-1-12
6-1-12
6-1-12
12-3-8
6-1-12
13-11-4
1-7-12
1-9-48-11-51-9-414.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3:Edge,0-1-5]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.71
0.27
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.00
(loc)
6-7
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 65 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*
2-6: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=472/Mechanical, 5=596/0-3-8
Max Horz 7=-94(LC 4)
Max Uplift 7=-49(LC 4), 5=-109(LC 4)
Max Grav 7=529(LC 8), 5=602(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-461/103, 2-3=-473/115, 1-7=-475/78, 3-5=-547/139
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
5=109.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
QG
Truss Type
Common Supported Gable
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925375
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-9Mz0laCrAM6h3Z1JQo9S7WojUxsnCqB8QmGe0jzEwvm
Scale = 1:52.2
Sheet Front
Full Sheathing
1 Ply 1/2 x 4 x 8 Duramate
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
2x8
4x6
2x8
12-3-8
12-3-8
-1-7-12
1-7-12
6-1-12
6-1-12
12-3-8
6-1-12
13-11-4
1-7-12
1-9-48-11-51-9-414.00 12
Plate Offsets (X,Y)-- [7:Edge,0-1-14]
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
0.35
0.09
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.00
0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 95 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3 *Except*
7-19: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-3-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except
24=-159(LC 4), 14=-159(LC 4), 19=-186(LC 5), 23=-123(LC 6), 15=-123(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15
except 24=315(LC 6), 14=315(LC 6), 19=485(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-324/240, 5-6=-160/313, 6-7=-198/352, 7-8=-198/352, 8-9=-160/313,
12-14=-324/240
WEBS 7-19=-469/213
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18,
17, 16 except (jt=lb) 24=159, 14=159, 19=186, 23=123, 15=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.
May 19,2017
Job
1700459
Truss
V1
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925376
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-9Mz0laCrAM6h3Z1JQo9S7WolDxstCsM8QmGe0jzEwvm
Scale = 1:24.9
1
2
3
42x4
4x6
2x4 2x4
5-2-12
5-2-12
2-7-6
2-7-6
5-2-12
2-7-6
3-5-1316.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.23
0.08
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF Stud/No.3
BOT CHORD 2x4 SPF Stud/No.3
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-12 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=119/5-2-12, 3=119/5-2-12, 4=134/5-2-12
Max Uplift 1=-41(LC 4), 3=-41(LC 4)
Max Grav 1=142(LC 7), 3=142(LC 7), 4=141(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V2
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925377
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9QCv8sRPDma7kUId2zEwvj
Scale: 3/8"=1’
1
2
3
42x4
4x6
2x4
2x4
6-11-12
6-11-12
3-5-14
3-5-14
6-11-12
3-5-14
4-7-1316.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.46
0.16
0.04
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 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=164/6-11-12, 3=164/6-11-12, 4=184/6-11-12
Max Uplift 1=-53(LC 4), 3=-53(LC 4)
Max Grav 1=194(LC 7), 3=194(LC 7), 4=195(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V3
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925378
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9Q748sfPC7a7kUId2zEwvj
Scale = 1:40.1
1
2
3
42x4
4x6
2x4
2x4
8-8-12
8-8-12
4-4-6
4-4-6
8-8-12
4-4-6
5-9-1316.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.77
0.14
0.08
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: 31 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=209/8-8-12, 3=209/8-8-12, 4=233/8-8-12
Max Uplift 1=-60(LC 4), 3=-60(LC 4)
Max Grav 1=246(LC 7), 3=246(LC 7), 4=247(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V4
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925379
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-27DXayGLEbc7YAK4feEOIMzOSYBo8eQjLOEs9UzEwvi
Scale = 1:43.8
1
2
3
43x4
4x6
3x4
2x4
10-5-12
10-5-12
5-2-14
5-2-14
10-5-12
5-2-14
6-11-1316.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.41
0.21
0.15
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: 38 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=243/10-5-12, 3=243/10-5-12, 4=305/10-5-12
Max Uplift 1=-45(LC 4), 3=-45(LC 4), 4=-3(LC 4)
Max Grav 1=273(LC 7), 3=273(LC 7), 4=340(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.
May 19,2017
Job
1700459
Truss
V5
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925380
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-27DXayGLEbc7YAK4feEOIMzLSYCA8eYjLOEs9UzEwvi
Scale = 1:50.9
1
2
3
5 42x4
2x4
2x4 2x4
2x4
7-6-0
7-6-0
8-9-114.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.60
0.19
0.14
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: 34 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF Stud/No.3
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-4
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=88/7-6-0, 4=121/7-6-0, 5=354/7-6-0
Max Horz 1=50(LC 4)
Max Uplift 1=-16(LC 5), 5=-268(LC 4)
Max Grav 1=134(LC 4), 4=121(LC 1), 5=524(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-435/321
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 except (jt=lb)
5=268.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V6
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925381
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWTWyYdt68ta2zPhwzEwvh
Scale = 1:44.7
1
2
3
5 42x4
2x4
2x4 2x4
2x4
6-6-0
6-6-0
7-7-114.00 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
0.77
0.17
0.12
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: 29 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
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.(lb/size)1=37/6-6-0, 4=125/6-6-0, 5=321/6-6-0
Max Horz 1=47(LC 4)
Max Uplift 1=-66(LC 5), 5=-253(LC 4)
Max Grav 1=150(LC 4), 4=125(LC 1), 5=479(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-399/301
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 except (jt=lb)
5=253.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V7
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925382
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWVayT?t7xta2zPhwzEwvh
Scale = 1:37.7
1
2
32x4
2x4
2x4
5-6-0
5-6-0
6-5-114.00 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
0.47
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: 22 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 5-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=202/5-6-0, 3=202/5-6-0
Max Horz 1=42(LC 4)
Max Uplift 1=-11(LC 4), 3=-59(LC 4)
Max Grav 1=230(LC 7), 3=230(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V8
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925383
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-WJmvoIGz?vk_AKvGDLldqaWUbyWot7xta2zPhwzEwvh
Scale = 1:29.4
1
2
3
2x4
2x4
2x4
4-6-0
4-6-0
5-3-114.00 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
0.71
0.29
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: 18 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 4-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=162/4-6-0, 3=162/4-6-0
Max Horz 1=34(LC 4)
Max Uplift 1=-9(LC 4), 3=-49(LC 4)
Max Grav 1=185(LC 7), 3=185(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V9
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925384
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-_VKH?eHbmCsrnUUTn3GsNn2lPMu6cZB0pijyEMzEwvg
Scale = 1:23.6
1
2
32x4
2x4
2x4
3-6-0
3-6-0
4-1-114.00 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
0.16
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 3-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=122/3-6-0, 3=122/3-6-0
Max Horz 1=26(LC 4)
Max Uplift 1=-7(LC 4), 3=-37(LC 4)
Max Grav 1=139(LC 7), 3=139(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925385
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLx7LCMxJxHfQ?BY9zEwvl
Scale = 1:17.7
1
2
3
2x4
2x4
2x4
2-6-0
2-6-0
2-11-114.00 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
0.16
0.07
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 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 2-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=82/2-6-0, 3=82/2-6-0
Max Horz 1=17(LC 4)
Max Uplift 1=-4(LC 4), 3=-25(LC 4)
Max Grav 1=93(LC 7), 3=93(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V11
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925386
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLwMLCnxHrHfQ?BY9zEwvl
Scale = 1:50.8
1
2
3
4
5
8 7 63x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
12-2-12
12-2-12
6-1-6
6-1-6
12-2-12
6-1-6
8-1-1316.00 12
Plate Offsets (X,Y)-- [3:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.21
0.10
0.13
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: 50 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-2-12.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-244(LC 4), 6=-244(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=446(LC 7), 6=446(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-383/287, 4-6=-383/287
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, 5 except (jt=lb)
8=244, 6=244.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V12
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925387
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-dYXOywDTxgEYhicV_WghgkLwDLCsxI3HfQ?BY9zEwvl
Scale = 1:57.8
1
2
3
4
5
8 7 63x4
4x6
3x4
2x4 2x4
2x4
2x4
2x4
13-11-12
13-11-12
6-11-14
6-11-14
13-11-12
6-11-14
9-3-1316.00 12
Plate Offsets (X,Y)-- [3:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.22
0.10
0.12
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: 59 lb FT = 0%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud/No.3 *Except*
3-7: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-11-12.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-252(LC 4), 6=-252(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=480(LC 7), 6=480(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-400/291, 4-6=-400/291
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, 5 except (jt=lb)
8=252, 6=252.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V13
Truss Type
Valley
Qty
1
Ply
1
PARKSIDE B
Job Reference (optional)
I29925388
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-6k5mAGE5i_MPJsAhYDBwDxu52kXFgmBRu4ll5bzEwvk
Scale = 1:19.4
1
2
3
2x4
2x4
2x4
2-9-8
2-9-8
3-3-114.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.21
0.09
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 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 2-9-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=93/2-9-8, 3=93/2-9-8
Max Horz 1=20(LC 4)
Max Uplift 1=-5(LC 4), 3=-28(LC 4)
Max Grav 1=106(LC 7), 3=106(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V14
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925389
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-6k5mAGE5i_MPJsAhYDBwDxu73kY7gm0Ru4ll5bzEwvk
Scale = 1:14.5
1
2
3
4
2x4
4x6
2x4 2x4
3-5-12
3-5-12
1-8-14
1-8-14
3-5-12
1-8-14
2-3-1316.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.08
0.03
0.01
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
OTHERS 2x4 SPF Stud/No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-12 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=74/3-5-12, 3=74/3-5-12, 4=83/3-5-12
Max Uplift 1=-26(LC 4), 3=-26(LC 4)
Max Grav 1=89(LC 7), 3=89(LC 7), 4=88(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
Job
1700459
Truss
V15
Truss Type
Valley
Qty
2
Ply
1
PARKSIDE B
Job Reference (optional)
I29925390
8.030 s Jan 23 2017 MiTek Industries, Inc. Fri May 19 12:55:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222
ID:9ERSecQw35eEMt0SP88yiByCh6S-awf8NcFjTHUGw0lu5xj9l9QJw8uYPDRa7kUId2zEwvj
Scale = 1:8.6
1
2
3
2x4
3x6
2x4
1-8-12
1-8-12
0-10-6
0-10-6
1-8-12
0-10-6
1-1-1316.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.01
0.02
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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-8-12 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=46/1-8-12, 3=46/1-8-12
Max Uplift 1=-8(LC 4), 3=-8(LC 4)
Max Grav 1=52(LC 7), 3=52(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C
Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
May 19,2017
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.