HomeMy WebLinkAboutLAYTON truss detailsRe:
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by 84 Components - 0783.
Rhodes, Derek
Pages or sheets covered by this seal: I31133071 thru I31133153
My license renewal date for the state of Indiana is July 31, 2018
LAYTON
Truss Engineer’s responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
IMPORTANT NOTE:
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
September 22,2017
Job
LAYTON
Truss
G1
Truss Type
Common Girder
Qty
1
Ply
2 Job Reference (optional)
I31133071
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:24 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-ZniuRmb2ZAOKFx2HrAPs_3YXD4Wptd2Ak1XZkgybMi1
Scale = 1:40.3
1
2
3
4
5
6
7
11 10 9 81213141516 17
4x4
3x6 3x4 4x8
3x4
1.5x4
3x4
1.5x4 3x6 Special
Special Special
Special
Special
Special
Special
Special
5-5-7
5-5-7
10-7-8
5-2-1
15-9-9
5-2-1
21-3-0
5-5-7
-0-10-8
0-10-8
5-5-7
5-5-7
10-7-8
5-2-1
15-9-9
5-2-1
21-3-0
5-5-7
22-1-8
0-10-8
0-5-125-9-80-5-126.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-7], [6:0-0-0,0-0-7]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.17
0.43
0.25
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.04
(loc)
9-11
9-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 157 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
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.
REACTIONS.(lb/size)2=1435/0-3-8, 6=1439/0-3-8
Max Horz 2=-76(LC 15)
Max Uplift 2=-267(LC 7), 6=-264(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2464/514, 3-4=-1692/423, 4-5=-1692/423, 5-6=-2472/509
BOT CHORD 2-11=-396/2119, 9-11=-396/2119, 8-9=-392/2126, 6-8=-392/2126
WEBS 4-9=-315/1166, 5-9=-798/152, 5-8=-65/466, 3-9=-790/157, 3-11=-70/458
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: 2x4 - 1 row 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=267, 6=264.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 43 lb up at
3-6-12, 122 lb down and 51 lb up at 5-6-12, 122 lb down and 70 lb up at 7-6-12, 122 lb down and 92 lb up at 9-6-12, 122 lb down
and 84 lb up at 11-6-12, 122 lb down and 71 lb up at 13-6-12, and 122 lb down and 52 lb up at 15-6-12, and 178 lb down and 41 lb
up at 17-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-7=-60, 2-6=-20
Concentrated Loads (lb)
Vert: 8=-122(F) 11=-122(F) 12=-164(F) 13=-122(F) 14=-122(F) 15=-122(F) 16=-122(F) 17=-178(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H1
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133072
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:27 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-zMO13odxs5mu6OnsWJyZchAuqHWm4_vdQ?lDL?ybMi_
Scale = 1:52.0
1
2
3 4 5
6
12 11 10 9 8 7
13
14 15 16
17
18
19 20
6x6 6x6
6x8
2x4 3x4 4x8 1.5x4 4x8
4x8
6x8
2x4
6-4-4
6-4-4
12-4-4
6-0-0
18-4-4
6-0-0
24-8-8
6-4-4
-0-10-8
0-10-8
6-4-4
6-4-4
12-4-4
6-0-0
18-4-4
6-0-0
24-8-8
6-4-4
1-1-08-3-108-5-151-1-08-3-1014.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:Edge,0-1-5]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.78
0.47
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.12
0.03
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-12,2-11,6-7,6-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-7 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.
WEBS 1 Row at midpt 4-11, 4-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=1166/0-5-8, 7=1102/0-3-8
Max Horz 12=179(LC 8)
Max Uplift 12=-12(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1191/107, 3-4=-672/137, 4-5=-676/140, 5-6=-1184/100, 2-12=-1113/113,
6-7=-1050/81
BOT CHORD 11-12=-211/323, 9-11=0/955, 8-9=0/955
WEBS 3-11=0/489, 4-11=-518/23, 4-9=0/333, 4-8=-515/29, 5-8=0/485, 2-11=-35/513,
6-8=0/532
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-4-4, Exterior(2) 6-4-4 to 22-7-3, Interior(1) 22-7-3 to 24-6-12 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H2
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133073
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:13 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-dDAQjWBn1EZNdTIiCznLTO4ofqAvsqMO?9vfyKybMhG
Scale = 1:61.2
1
2
3
4
5 6
7
8
9
12 11 10
131415
16
17 18 19 20 21
6x6 6x6
5x10
4x4
4x4
5x10
5x6
5x6
3x4 4x8
1.5x4
3x4
1.5x4
8-4-4
8-4-4
16-4-4
8-0-0
24-8-8
8-4-4
-0-10-8
0-10-8
4-3-14
4-3-14
8-4-4
4-0-6
16-4-4
8-0-0
20-4-10
4-0-6
24-8-8
4-3-14
1-1-010-7-1010-9-151-1-010-7-1014.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [5:0-3-15,0-3-0], [6:0-3-15,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.63
0.64
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.26
0.04
(loc)
10-12
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 139 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,7-10: 2x4 SPF Stud
SLIDER Left 2x8 SP No.1 3-6-1, Right 2x6 SPF No.2 3-6-1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins,
except
2-0-0 oc purlins (5-5-3 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1214/0-3-8, 2=1242/0-5-8
Max Horz 2=208(LC 8)
Max Uplift 2=-8(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1291/103, 4-5=-1088/176, 5-6=-677/163, 6-7=-1125/179, 7-9=-1328/105
BOT CHORD 2-12=-24/724, 10-12=0/700, 9-10=0/747
WEBS 5-12=-23/386, 6-10=-24/449
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-4-4, Exterior(2) 8-4-4 to 20-5-11, Interior(1) 20-5-11 to 24-8-8
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H3
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
I31133074
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:35 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-_SVkK2Sbr_LFGr_wVbAVM1_gGhrF0nyd3aEqj2ybMgw
Scale = 1:22.1
1
2
3 4
7
6 5
1.5x4
3x4
1.5x4
3x4
4x8
3x6
Special
Special
2-4-4
2-4-4
4-4-4
2-0-0
-0-10-8
0-10-8
2-4-4
2-4-4
4-4-4
2-0-0
1-1-03-9-1514.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.11
0.05
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=156/Mechanical, 7=232/0-5-8
Max Horz 7=112(LC 4)
Max Uplift 5=-93(LC 4), 7=-51(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
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, 7.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 129 lb up at
2-4-4 on top chord, and 20 lb down and 23 lb up at 2-4-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-1(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H4
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I31133075
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:39 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-sDkFAPV5vDrhlSHhkQFRXt9HxJ08yPMD_CC1sqybMgs
Scale = 1:61.0
1 2
3
4
5
6 7 8 9 10 11 12
23 22
21 20 19 18 17
16 15 14 13
24 25 26 27 28 29 30 31 32 33 34 35
36 37 38 39 40 41 42
43 44 45 46 47 48
4x6 3x4 1.5x4
4x6
4x6
3x4
5x6
1.5x4
2x4
4x6
4x4
6x8 3x4
3x6
4x8
4x8
2x4 6x8
3x4
4x8 2x4
4x8
Special
Special
Special Special Special Special
Special
Special Special Special
Special
Special
Special
Special Special Special
Special
Special Special Special
Special
Special
Special
Special
Special
Special
Special
1-6-7
1-6-7
2-9-6
1-2-15
5-11-11
3-2-4
9-1-15
3-2-4
13-6-3
4-4-4
17-10-7
4-4-4
22-3-11
4-5-4
26-10-12
4-7-0
31-7-8
4-8-12
-0-10-8
0-10-8
1-6-7
1-6-7
2-9-6
1-2-15
5-11-11
3-2-4
9-1-15
3-2-4
13-6-3
4-4-4
17-10-7
4-4-4
22-3-11
4-5-4
26-10-12
4-7-0
31-7-8
4-8-12
0-7-126-6-126-9-16-6-121-0-08.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [17:0-2-0,0-3-0], [21:0-6-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.45
0.82
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.13
-0.25
0.16
(loc)
17-18
17-18
13
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 387 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
10-12: 2x4 SPF Stud
BOT CHORD 2x6 SPF No.2 *Except*
4-22: 2x4 SPF No.2, 8-16: 2x4 SPF Stud
WEBS 2x4 SPF Stud *Except*
11-15,11-13: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)13=2099/Mechanical, 2=2213/0-3-8
Max Horz 2=177(LC 16)
Max Uplift 13=-775(LC 4), 2=-624(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2846/807, 3-4=-6913/2088, 4-5=-3976/1256, 5-6=-3228/1104, 6-7=-2633/931,
7-8=-3105/1138, 8-9=-3093/1135, 9-11=-2213/839
BOT CHORD 2-23=-688/2059, 22-23=-189/586, 21-22=-104/377, 4-21=-767/2428, 20-21=-1920/5905,
19-20=-1124/3304, 18-19=-1156/3169, 17-18=-1156/3169, 8-17=-375/198,
14-15=-530/1354, 13-14=-530/1354
WEBS 3-23=-2169/729, 21-23=-751/2215, 3-21=-1172/3620, 4-20=-2695/825, 5-20=-246/888,
5-19=-924/253, 6-19=-480/1486, 7-19=-883/340, 7-18=-54/317, 15-17=-767/2017,
9-17=-492/1380, 9-15=-1460/617, 11-15=-512/1444, 11-14=0/323, 11-13=-2254/817
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, 2x4 - 1 row 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=775, 2=624.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H4
Truss Type
HALF HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
I31133075
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:39 2017 Page 2 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-sDkFAPV5vDrhlSHhkQFRXt9HxJ08yPMD_CC1sqybMgs
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 83 lb up at 9-1-15, 88 lb down and 79 lb up at
10-10-0, 85 lb down and 79 lb up at 12-10-0, 85 lb down and 79 lb up at 14-10-0, 85 lb down and 79 lb up at 16-10-0, 100 lb down and 107 lb up at 18-10-0, 104 lb
down and 107 lb up at 20-10-0, 104 lb down and 107 lb up at 22-10-0, 104 lb down and 107 lb up at 24-10-0, 104 lb down and 107 lb up at 26-10-0, and 104 lb down
and 107 lb up at 28-10-0, and 101 lb down and 105 lb up at 30-10-0 on top chord, and 226 lb down and 76 lb up at 3-2-11, 156 lb down and 61 lb up at 5-2-11, 156 lb
down and 87 lb up at 7-2-11, 55 lb down and 42 lb up at 9-2-11, 55 lb down and 42 lb up at 10-10-0, 55 lb down and 42 lb up at 12-10-0, 55 lb down and 42 lb up at
14-10-0, 55 lb down and 42 lb up at 16-10-0, 50 lb down and 14 lb up at 18-10-0, 50 lb down and 14 lb up at 20-10-0, 50 lb down and 14 lb up at 22-10-0, 50 lb down
and 14 lb up at 24-10-0, 50 lb down and 14 lb up at 26-10-0, and 50 lb down and 14 lb up at 28-10-0, and 57 lb down and 12 lb up at 30-10-0 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-6=-60, 6-12=-60, 2-22=-20, 17-21=-20, 13-16=-20
Concentrated Loads (lb)
Vert: 6=-44(F) 19=-55(F) 14=-36(F) 11=-63(F) 24=-44(F) 26=-44(F) 27=-44(F) 28=-44(F) 29=-63(F) 30=-63(F) 31=-63(F) 33=-63(F) 34=-63(F) 35=-74(F) 36=-226(F)
37=-156(F) 38=-156(F) 39=-55(F) 40=-55(F) 41=-55(F) 42=-55(F) 43=-36(F) 44=-36(F) 45=-36(F) 46=-36(F) 47=-36(F) 48=-40(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
LAYTON
Truss
H5
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133076
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:42 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-HoQNoRY_C8DFcw0GPZo89Vnk4W3Z9oWfgAQhT8ybMgp
Scale: 3/16"=1’
12
3
4
5
6
7 8 9 10 11 12
22 21
20 19 18 17
16 15 14 13
23
24
25 26 27
28 29
3x6
4x4 3x6 4x4
2x4
1.5x4
3x4
2x4 2x4
4x6
4x6
6x10
1.5x4 4x8
4x8
4x4
6x8
5x9
4x8
5x9
4x4
1-6-7
1-6-7
2-9-6
1-2-15
7-8-11
4-11-4
12-7-15
4-11-4
17-10-7
5-2-8
23-11-15
6-1-8
30-1-7
6-1-8
31-7-8
1-6-1
-0-10-8
0-10-8
1-6-7
1-6-7
2-9-6
1-2-15
7-8-11
4-11-4
12-7-15
4-11-4
17-10-7
5-2-8
23-11-15
6-1-8
30-1-7
6-1-8
31-7-8
1-6-1
0-7-128-10-129-1-18-1-01-0-08-10-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-12,0-3-8], [6:0-2-14,0-1-8], [12:0-1-4,0-1-8], [17:0-6-4,0-4-0], [20:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.64
0.71
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.34
0.20
(loc)
17-18
19-20
13
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 197 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-21: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
3-22,20-22,3-20,6-20,6-19,6-18,15-17: 2x4 SPF Stud
WEDGE
Left: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 7-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-18, 9-14, 11-14, 12-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)13=1427/Mechanical, 2=1388/0-3-8
Max Horz 2=236(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1887/51, 3-4=-3369/283, 4-6=-3505/372, 6-7=-1751/139, 7-8=-1380/138,
8-9=-1490/147, 12-13=-1450/96
BOT CHORD 2-22=-277/1382, 19-20=-296/1821, 18-19=-296/1821, 17-18=-193/1501, 14-15=-129/994
WEBS 3-22=-1159/242, 20-22=-316/1582, 3-20=-238/1469, 6-20=-294/1408, 6-18=-590/118,
7-18=0/657, 8-18=-322/36, 15-17=-128/1003, 9-17=-99/791, 9-14=-1330/98,
12-14=-98/1340
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-3-7, Interior(1) 2-3-7 to 12-7-15, Exterior(2) 12-7-15 to 31-5-12 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H6
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133077
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:46 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-9ZfuepbUFNjh5XK1eOt4JLxS57My5a0FboOvcwybMgl
Scale = 1:71.0
1
2 3
4
5
6
7 8 9 10
11
21 20
19 18 17 16
15 14 13 12
22
23
24 25 26
27
28
29 30
3x6
4x4 4x4
3x4
4x6
3x4
1.5x4 2x4
4x6
4x6
5x10
4x4
3x6
4x8
3x4
6x8
4x8
5x9
4x8
4x4
1-6-7
1-6-7
2-9-6
1-2-15
9-5-11
6-8-4
16-1-15
6-8-4
17-10-7
1-8-8
22-2-15
4-4-8
26-7-7
4-4-8
31-7-8
5-0-1
-0-10-8
0-10-8
1-6-7
1-6-7
2-9-6
1-2-15
9-5-11
6-8-4
16-1-15
6-8-4
17-10-7
1-8-8
22-2-15
4-4-8
26-7-7
4-4-8
31-7-8
5-0-1
0-7-1211-2-1211-5-18-1-01-0-011-2-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-12,0-3-8], [4:0-1-4,0-2-0], [11:0-1-4,0-1-12], [16:0-5-8,0-4-0], [19:0-7-4,0-3-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.51
1.00
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.43
0.24
(loc)
18-19
18-19
12
l/defl
>999
>879
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 216 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-21,19-21,4-18,6-18,14-16,3-19: 2x4 SPF Stud
WEDGE
Left: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-5-10 max.): 7-10.
BOT CHORD Rigid ceiling directly applied. Except:
1 Row at midpt 8-16
WEBS 1 Row at midpt 4-18, 6-17, 8-17, 9-14, 9-13, 11-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=1435/Mechanical, 2=1344/0-3-8
Max Horz 2=275(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1811/45, 3-4=-3734/350, 4-6=-2020/95, 6-7=-1393/157, 7-8=-1055/160,
8-9=-1052/163, 9-10=-521/165, 10-11=-695/165, 11-12=-1329/114
BOT CHORD 2-21=-262/1317, 4-19=-149/1042, 18-19=-601/3386, 17-18=-256/1600, 16-17=-162/1055,
13-14=-124/830
WEBS 3-21=-1236/251, 19-21=-305/1575, 4-18=-1806/349, 6-18=0/457, 6-17=-713/123,
7-17=-17/478, 14-16=-135/817, 9-16=-86/563, 9-13=-841/77, 11-13=-74/994,
3-19=-305/1822
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-3-7, Interior(1) 2-3-7 to 16-1-15, Exterior(2) 16-1-15 to 31-1-2, Interior(1) 31-1-2 to 31-5-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H7
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133078
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:49 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-a8L1GqdNYI6Gy?2cJXRnx_Zz_LT?IyfhHldZDFybMgi
Scale = 1:61.9
1
2 3 4 5 6
7
8
9
10
17 16 15 14 13 12 11
18 19 20 21
22
23 24 25
4x4
4x4 3x4
3x4
3x4 3x6
5x9
4x8
1.5x4 3x4
3x4
4x8
3x6
1.5x4
4x8
4x4
1-6-1
1-6-1
7-3-5
5-9-4
13-2-5
5-11-0
18-11-9
5-9-4
25-1-13
6-2-3
31-7-8
6-5-11
1-6-1
1-6-1
7-3-5
5-9-4
13-2-5
5-11-0
18-11-9
5-9-4
25-1-13
6-2-3
31-7-8
6-5-11
32-6-0
0-10-8
8-1-08-10-129-1-10-7-128-10-128.00 12
Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [9:0-1-12,0-3-8], [9:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.47
0.60
0.73
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.24
0.08
(loc)
12-14
12-14
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 181 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
8-11: 2x4 SPF Stud
WEDGE
Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 2-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-16, 3-16, 5-14, 5-12, 1-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)17=1527/0-3-8, 9=1431/0-3-8
Max Horz 17=-236(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-260/150, 3-5=-1382/154, 5-6=-1288/148, 6-8=-1662/145, 8-9=-2098/86,
1-17=-1523/98
BOT CHORD 16-17=-105/258, 15-16=0/1045, 14-15=0/1045, 12-14=0/1382, 11-12=0/1626,
9-11=0/1626
WEBS 3-16=-1456/99, 3-15=0/329, 3-14=-61/597, 5-12=-300/42, 6-12=0/544, 8-12=-418/92,
8-11=0/277, 1-16=-97/1399
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 5-11-11, Interior(1) 5-11-11 to 18-11-9, Exterior(2) 18-11-9 to 23-5-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H8
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
I31133079
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:52 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-_j09vsfFrDUrpSnB?f_UZcBWwYRZVKA7zjrDqZybMgf
Scale = 1:71.4
1
2 3 4
5
6
7
8
9
16 15 14 13 12 11 10
17
18
19 20 21 22
23
24
25 26 27 28 29
4x4 4x4
3x4
2x4 3x6 5x9
4x8
1.5x4
4x8
3x4
3x4
1.5x4
4x4
4x8
3x6
5-0-1
5-0-1
10-2-13
5-2-12
15-5-9
5-2-12
23-4-13
7-11-3
31-7-8
8-2-11
5-0-1
5-0-1
10-2-13
5-2-12
15-5-9
5-2-12
20-9-1
5-3-8
26-0-8
5-3-8
31-7-8
5-7-0
32-6-0
0-10-8
8-1-011-2-1211-5-10-7-1211-2-128.00 12
Plate Offsets (X,Y)-- [1:0-1-4,0-1-12], [8:0-1-12,0-3-8], [8:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.36
0.86
0.68
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.35
0.07
(loc)
10-12
10-12
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 186 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
7-10: 2x4 SPF Stud
WEDGE
Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-3-14 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-15, 5-12, 1-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)16=1587/0-3-8, 8=1495/0-3-8
Max Horz 16=-275(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-775/164, 2-3=-589/165, 3-4=-1132/170, 4-5=-1449/175, 5-7=-2012/129,
7-8=-2203/92, 1-16=-1485/114
BOT CHORD 15-16=-144/251, 14-15=0/1018, 12-14=0/1018, 10-12=0/1442, 8-10=0/1716
WEBS 3-15=-1002/78, 3-14=0/280, 3-12=-37/269, 4-12=-13/470, 5-12=-547/109, 5-10=0/474,
1-15=-74/1126
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 3-3-11, Interior(1) 3-3-11 to 5-0-1, Exterior(2) 5-0-1 to 19-11-4, Interior(1) 19-11-4 to 32-6-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H9
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133080
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:55 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-OIiIXti888sPgwWmgnXBAFp21lZhiqUafh4tQuybMgc
Scale = 1:30.1
1
23
4 5
9
8
7
610
11
3x4
3x4
2x4 2x4
3x4 3x6
2x4
2x4
2-9-8
2-9-8
4-10-5
2-0-13
-0-10-8
0-10-8
2-9-8
2-9-8
3-8-10
0-11-1
4-10-5
1-1-11
1-1-05-5-14-1-91-3-84-5-11-0-05-5-114.00 12
Plate Offsets (X,Y)-- [4:0-1-5,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.31
0.45
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.03
-0.02
(loc)
7
7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
7-8: 2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=251/0-3-8, 6=176/0-1-8
Max Horz 9=144(LC 6)
Max Uplift 9=-5(LC 9), 6=-74(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-8-10, Exterior(2) 3-8-10 to 4-8-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H10
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133081
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:29 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-wlVnUTfBOj1cLixEdk?1h6FOA5GMYxUvuJEKPtybMhy
Scale = 1:23.4
1
2
3 4
8
7
6 5
9
1.5x4
5x6
3x4
3x4
3x6
3x4
1.5x4
2-9-8
2-9-8
4-10-5
2-0-13
-0-10-8
0-10-8
2-6-14
2-6-14
4-10-5
2-3-7
1-1-04-1-12-9-91-3-83-1-11-0-04-1-114.00 12
Plate Offsets (X,Y)-- [3:0-2-11,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.09
0.21
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.01
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
3-7: 2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)8=251/0-3-8, 5=176/0-1-8
Max Horz 8=107(LC 6)
Max Uplift 8=-12(LC 9), 5=-49(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-6-14, Exterior(2) 2-6-14 to 4-8-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H11
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
I31133082
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:33 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-oWlIJriiSxX2qJE0sZ3zsyQ46idXUkoVpxCYYeybMhu
Scale = 1:16.6
1
2
3 4 5
10
9 8
7 6
11
12
4x8
1.5x4
1.5x4
1.5x4
3x4
4x8
6x8
3x6
3x4
Special
Special
Special
Special
1-5-3
1-5-3
2-9-8
1-4-6
4-10-5
2-0-13
-0-10-8
0-10-8
1-5-3
1-5-3
2-9-8
1-4-6
4-10-5
2-0-13
1-1-02-9-11-5-91-3-81-9-11-0-02-9-114.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [7:0-5-4,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.09
0.19
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
4-8: 2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 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)10=300/0-3-8, 6=246/0-1-8
Max Horz 10=70(LC 4)
Max Uplift 10=-54(LC 7), 6=-64(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-287/61
BOT CHORD 6-7=-98/260
WEBS 4-6=-303/105
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 108 lb up at
1-5-3, and 32 lb down at 3-6-6 on top chord, and 28 lb down at 1-5-3, and 79 lb down and 31 lb up at 3-6-6 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-10=-20, 6-7=-20
Concentrated Loads (lb)
Vert: 3=-26(B) 9=-14(B) 12=-79(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H12
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
I31133083
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:36 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-C5QRytkaksvdhnzaYidgTb2ZqvgBh6CxVvRC9zybMhr
Scale = 1:16.6
1
2
3 4
7
6 5
8
9
4x8
1.5x4
1.5x4
3x4
3x6
3x4
Special
Special
Special
Special
1-5-3
1-5-3
4-10-5
3-5-2
-0-10-8
0-10-8
1-5-3
1-5-3
4-10-5
3-5-2
1-1-02-9-12-5-90-3-82-9-114.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.25
0.13
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=289/0-3-8, 5=215/0-1-8
Max Horz 7=82(LC 4)
Max Uplift 7=-53(LC 7), 5=-50(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-287/52
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 108 lb up at
1-5-3, and 55 lb down and 48 lb up at 3-6-6 on top chord, and 28 lb down at 1-5-3, and 22 lb down at 3-6-6 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=-26(F) 6=-14(F) 8=-26(F) 9=-11(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H13
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133084
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:39 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-dg6ZaunT1nHBYEi9DqAN5Dg4w7j1uTxOBsfslIybMho
Scale = 1:23.4
1
2
3 4
7
6 5
8
1.5x4
1.5x4
3x4
4x8
3x6
3x4
2-6-14
2-6-14
4-10-5
2-3-7
-0-10-8
0-10-8
2-6-14
2-6-14
4-10-5
2-3-7
1-1-04-1-13-9-90-3-84-1-114.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.20
0.06
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=251/0-3-8, 5=176/0-1-8
Max Horz 7=119(LC 6)
Max Uplift 7=-14(LC 9), 5=-50(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-6-14, Exterior(2) 2-6-14 to 4-8-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H14
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133085
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:42 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-1FoiCwpLKifmPiQkuyk4jsIbdKjz5onqtquWMdybMhl
Scale = 1:30.1
1
2
3 4
7
6 5
8
9
4x4
2x4
1.5x4 4x4
3x6
2x4
3-8-10
3-8-10
4-10-5
1-1-11
-0-10-8
0-10-8
3-8-10
3-8-10
4-10-5
1-1-11
1-1-05-5-15-1-90-3-85-5-114.00 12
Plate Offsets (X,Y)-- [3:0-2-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.23
0.17
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
-0.04
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 8-11-0 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=251/0-3-8, 5=176/0-1-8
Max Horz 7=156(LC 6)
Max Uplift 7=-7(LC 9), 5=-76(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 6-7=-401/157
WEBS 2-6=-134/337
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-8-10, Exterior(2) 3-8-10 to 4-8-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H15
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133086
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:46 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-w01D2IssOxACuJkV7oo0tiSB?xwJ1WuQoSskVOybMhh
Scale = 1:63.2
1
2
3 4 5 6
11 10 9 8 7
13
14
15 16 17
20 21 22
18
12
19
3x6
4x4 5x9
5x6 2x4 3x4
3x6
3x4
4x8
3x4
5-6-14
5-6-14
10-10-4
5-3-6
20-7-8
9-9-4
20-11-0
0-3-8
5-6-14
5-6-14
10-10-4
5-3-6
15-7-2
4-8-14
20-7-8
5-0-6
20-11-0
0-3-8
3-3-1210-6-91-6-138-11-1210-6-98.00 12
Plate Offsets (X,Y)-- [6:Edge,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.53
0.79
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.40
-0.76
0.22
(loc)
7-8
7-8
12
l/defl
>617
>327
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 126 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
7-10: 2x4 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except*
2-9,1-11,1-9: 2x4 SPF Stud
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.): 3-6.
BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing.
WEBS 1 Row at midpt 2-8, 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)11=945/Mechanical, 12=1009/0-3-8
Max Horz 11=359(LC 8)
Max Uplift 12=-124(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-818/85, 2-3=-752/160, 3-4=-543/157, 5-7=-153/909, 5-12=-1004/161,
1-11=-884/90
BOT CHORD 9-11=-409/199, 8-9=-295/616, 7-8=-169/380
WEBS 4-8=-78/397, 4-7=-807/215, 1-9=-32/677
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-4, Exterior(2) 10-10-4 to 15-1-3 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
12=124.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H16
Truss Type
GABLE COMMON
Qty
1
Ply
1
Job Reference (optional)
I31133087
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:51 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-G_q65?w_CToU_4cTwLOBal9yKydmisA9xkZUBcybMhc
Scale = 1:63.2
Sheet Front
Full Sheathing
1 Ply 7/16" 4X8 OSB
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
37
4x8
4x8
3x4 3x4
3x4 3x4
20-7-8
20-7-8
10-1-8
10-1-8
20-7-8
10-6-0
3-3-1210-0-128.00 12
Plate Offsets (X,Y)-- [9:0-2-0,0-2-3], [18:Edge,0-1-8], [19:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.94
0.83
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
19
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 686 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2 *Except*
2-35,3-34,4-33,5-31: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-18.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-2-13 oc bracing: 35-36.
WEBS 1 Row at midpt 18-19, 7-29, 8-28, 10-27, 11-26, 12-25,
13-24, 14-23, 15-22, 16-21, 17-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-7-8.
(lb) - Max Horz 36=266(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 34, 33, 31, 30, 29, 28, 27, 26, 25,
24, 23, 22, 21 except 36=-377(LC 7), 19=-252(LC 8), 35=-659(LC 6), 20=-143(LC
5)
Max Grav All reactions 250 lb or less at joint(s) 19, 34, 33, 31, 30, 29, 28, 27,
26, 25, 24, 23, 22, 21 except 36=664(LC 6), 35=453(LC 7), 20=323(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-36=-577/190, 1-2=-532/178
WEBS 2-35=-200/513
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-1-8, Corner(3) 10-1-8 to 13-4-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1.5x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 33, 31, 30,
29, 28, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 36=377, 19=252, 35=659, 20=143.
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.
September 22,2017
Job
LAYTON
Truss
H17
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
I31133088
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:39:56 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-dye_8i_710Qn5rVQju_MHpt_XzWEN9Du50HFspybMhX
Scale = 1:14.0
1
2
3 4
7
6 5
8
9
4x8
1.5x4
1.5x4
3x4
3x6
3x4
Special
Special
Special
Special
1-0-0
1-0-0
4-0-10
3-0-10
-0-10-8
0-10-8
1-0-0
1-0-0
4-0-10
3-0-10
1-0-122-2-121-11-40-3-82-2-1214.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.21
0.11
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=237/0-3-8, 5=184/0-1-8
Max Horz 7=67(LC 4)
Max Uplift 7=-38(LC 7), 5=-31(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 88 lb up at
1-0-0, and 46 lb down and 38 lb up at 3-1-5 on top chord, and 29 lb down at 1-0-0, and 30 lb down at 3-1-5 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=-7(B) 6=-1(B) 8=-35(B) 9=-15(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H18
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133089
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:02 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-S5?GPm3udsBxpmya395mX371JOaknsnmTxka3TybMhR
Scale = 1:19.1
1
2
3 4
7
6 5
4x8
1.5x4
1.5x4
3x4
3x6
3x4
1-10-5
1-10-5
4-0-10
2-2-6
-0-10-8
0-10-8
1-10-5
1-10-5
4-0-10
2-2-6
1-0-123-2-122-11-40-3-83-2-1214.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.12
0.04
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=220/0-3-8, 5=142/0-1-8
Max Horz 7=95(LC 6)
Max Uplift 7=-17(LC 9), 5=-39(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H19
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133090
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:08 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-GFMXgp7fCix4XhQkQQBAmKN1SpdrBazfstBuH7ybMhL
Scale: 1/2"=1’
1
2
3 4
7
6 5
8
1.5x4
1.5x4
3x4
4x8
3x6
3x4
2-8-9
2-8-9
4-0-10
1-4-1
-0-10-8
0-10-8
2-8-9
2-8-9
4-0-10
1-4-1
1-0-124-2-123-11-40-3-84-2-1214.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.21
0.06
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=220/0-3-8, 5=142/0-1-8
Max Horz 7=122(LC 6)
Max Uplift 7=-12(LC 9), 5=-58(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 6-7=-255/77
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-8-9, Exterior(2) 2-8-9 to 3-10-14 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H20
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133091
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:18 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-_AzJmEFwrmCfkEBf?WNWARnior1fX4679RcQeYybMhB
Scale = 1:29.3
1
2
3
6
5 4
7
8
4x6
1.5x4
3x4
3x6
1.5x4
2-0-5
2-0-5
4-0-10
2-0-5
-0-10-8
0-10-8
3-6-14
3-6-14
4-0-10
0-5-13
1-0-125-2-124-11-40-3-85-2-1214.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.35
0.03
0.08
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: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=220/0-3-8, 4=142/0-1-8
Max Horz 6=154(LC 8)
Max Uplift 6=-9(LC 10), 4=-82(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 5-6=-307/98
WEBS 2-5=-69/251
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-10-14 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H21
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133092
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:23 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-K8mCpxJ3gIqyq?3do3zhtVUZOslkCLLsIjKBJlybMh6
Scale = 1:29.7
1
2
3
6
5 4
7
8
3x6
1.5x4
3x6
3x4 1.5x4
2-0-5
2-0-5
4-0-10
2-0-5
-0-10-8
0-10-8
3-7-8
3-7-8
4-0-10
0-5-2
1-0-125-3-85-0-00-3-85-3-814.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.35
0.03
0.08
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: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=220/0-3-8, 4=142/0-1-8
Max Horz 6=156(LC 6)
Max Uplift 6=-9(LC 10), 4=-84(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 5-6=-311/99
WEBS 2-5=-69/253
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-10-14 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H22
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133093
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:26 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-ljSKRzLxzDCXhToBTCWOV766p3m1PjOI?gYrw4ybMh3
Scale = 1:24.5
1
2
3 4
7
6 5
8
1.5x4
1.5x4
3x4
4x8
3x6
3x4
2-9-3
2-9-3
4-0-10
1-3-7
-0-10-8
0-10-8
2-9-3
2-9-3
4-0-10
1-3-7
1-0-124-3-84-0-00-3-84-3-814.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.22
0.06
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=220/0-3-8, 5=142/0-1-8
Max Horz 7=124(LC 6)
Max Uplift 7=-12(LC 9), 5=-59(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 6-7=-258/78
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-9-3, Exterior(2) 2-9-3 to 3-10-14 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H23
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
I31133094
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:30 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-dUhrHKOS1SiyA45zi1bKfzHp9h7ILXiuvIW33rybMh?
Scale = 1:19.4
1
2
3 4
7
6 5
1.5x4
1.5x4
3x4
4x8
3x6
3x4
1-10-15
1-10-15
4-0-10
2-1-11
-0-10-8
0-10-8
1-10-15
1-10-15
4-0-10
2-1-11
1-0-123-3-83-0-00-3-83-3-814.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.13
0.04
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
7
6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=220/0-3-8, 5=142/0-1-8
Max Horz 7=97(LC 6)
Max Uplift 7=-16(LC 9), 5=-40(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
H24
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
I31133095
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:33 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-23N_vMRKJN5X1XqYNA81HcvIFu8tYuNKcGljfAybMgy
Scale = 1:14.3
1
2
3 4
7
6 5
8
9
4x8
1.5x4
1.5x4
3x4
3x6
3x4
Special
Special
Special
Special
1-0-10
1-0-10
4-0-10
3-0-0
-0-10-8
0-10-8
1-0-10
1-0-10
4-0-10
3-0-0
1-0-122-3-82-0-00-3-82-3-814.00 12
Plate Offsets (X,Y)-- [3:0-6-8,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.20
0.11
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=259/0-3-8, 5=198/0-1-8
Max Horz 7=69(LC 4)
Max Uplift 7=-28(LC 7), 5=-29(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-261/25
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
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) 93 lb down and 78 lb up at
1-0-10, and 47 lb down and 39 lb up at 3-2-0 on top chord, and 29 lb down at 1-0-10, and 34 lb down at 3-2-0 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=-33(F) 6=-3(F) 8=-41(F) 9=-17(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J1
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
I31133096
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:40:57 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Lhq2yZjOgl67vDf9nCafFguJ3ZG?Akzs7?Z_VnybMga
Scale = 1:34.0
1
2
5
6
3
43x6
1.5x4
4-4-4
4-4-4
-0-10-8
0-10-8
4-4-4
4-4-4
1-1-06-1-155-6-136-1-1514.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.59
0.33
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
-0.04
-0.05
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=235/0-5-8, 3=109/Mechanical, 4=49/Mechanical
Max Horz 5=169(LC 9)
Max Uplift 3=-85(LC 9), 4=-3(LC 9)
Max Grav 5=235(LC 1), 3=109(LC 1), 4=80(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-3-8 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J2
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I31133097
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:10 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-SB6zg0tYcllHzD9f2RJjHPxblolvjdBn6WCASXybMgN
Scale = 1:36.0
2
5
1
6
3
4
3x4
3x4
4-4-4
4-4-4
-0-10-8
0-10-8
4-4-4
4-4-4
1-1-00-0-126-1-150-4-105-6-136-1-1514.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.34
0.15
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings Mechanical except (jt=length) 5=0-5-8.
(lb) - Max Horz 5=119(LC 1), 1=163(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 3 except 5=-173(LC 9), 1=-195(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5=421(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-371/402, 1-2=-498/257
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-9-12 to 2-2-4, Interior(1) 2-2-4 to 4-3-8 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb)
5=173, 1=195.
6) 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.
September 22,2017
Job
LAYTON
Truss
J3
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I31133098
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:13 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-tmo5J1wQug7sqhuEjZsQv2Z8P0nlwzxDoURq3rybMgK
Scale = 1:22.4
1
2
5
3
4
2x4
3x4
2-4-4
2-4-4
-0-10-8
0-10-8
2-4-4
2-4-4
1-1-03-9-153-2-133-9-1514.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.25
0.14
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=162/0-5-8, 3=51/Mechanical, 4=21/Mechanical
Max Horz 5=115(LC 9)
Max Uplift 3=-49(LC 9), 4=-11(LC 9)
Max Grav 5=162(LC 1), 3=51(LC 1), 4=40(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J4
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I31133099
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:15 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-p8vskjxgQHNa3_1cr_uu_TeUIpTVOtRWGowx8kybMgI
Scale = 1:21.8
1
2
5
3
4
2x4
2x4
3-2-7
3-2-7
-1-2-14
1-2-14
3-2-7
3-2-7
1-1-03-8-129.90 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.22
0.12
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
-0.01
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=222/0-7-6, 3=72/Mechanical, 4=29/Mechanical
Max Horz 5=112(LC 9)
Max Uplift 3=-39(LC 9)
Max Grav 5=222(LC 1), 3=72(LC 1), 4=56(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J5
Truss Type
Jack-Open
Qty
5
Ply
1
Job Reference (optional)
I31133100
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:17 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-lX1c8PzxyudIJIB?yPxM3ujpDd4Ssnwpj6P2CdybMgG
Scale = 1:36.9
1
2
3
8 7
6
9
10
4
5
2x4
3x4
1.5x4
3x4
3x4
2-9-8
2-9-8
4-10-5
2-0-13
-0-10-8
0-10-8
2-9-8
2-9-8
4-10-5
2-0-13
1-1-06-9-15-9-16-1-151-0-014.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.26
0.41
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.06
-0.07
-0.04
(loc)
6
7
4
l/defl
>993
>859
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
3-7: 2x4 SPF Stud
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)8=254/0-3-8, 4=104/Mechanical, 5=75/Mechanical
Max Horz 8=182(LC 9)
Max Uplift 4=-66(LC 9), 5=-30(LC 9)
Max Grav 8=254(LC 1), 4=104(LC 1), 5=80(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-9-9 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J6
Truss Type
Jack-Open
Qty
19
Ply
1
Job Reference (optional)
I31133101
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:19 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-hv9NZ5_BUWu?YcLN4qzq9Jp3sRmCKhQ6BQu9HVybMgE
Scale = 1:36.9
1
2
5
6
7
3
43x6
2x4
4-10-5
4-10-5
-0-10-8
0-10-8
4-10-5
4-10-5
1-1-06-9-16-1-156-9-114.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.70
0.39
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
-0.07
-0.07
(loc)
4-5
4-5
3
l/defl
>999
>835
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=254/0-3-8, 3=123/Mechanical, 4=56/Mechanical
Max Horz 5=182(LC 9)
Max Uplift 3=-94(LC 9), 4=-2(LC 9)
Max Grav 5=254(LC 1), 3=123(LC 1), 4=90(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-9-9 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J7
Truss Type
Jack-Open
Qty
3
Ply
1
Job Reference (optional)
I31133102
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:21 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-eIG7_m0R078jnvVmBF?IEkuW8EWCobwPekNFLOybMgC
Scale = 1:16.8
1
2
5
3
4
3x6
3-1-15
3-1-15
-0-10-8
0-10-8
3-1-15
3-1-15
0-7-122-9-12-3-132-9-18.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.14
0.10
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=86/Mechanical, 4=31/Mechanical, 2=184/0-3-8
Max Horz 2=64(LC 9)
Max Uplift 3=-35(LC 9)
Max Grav 3=86(LC 1), 4=62(LC 2), 2=184(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-1-3 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J8
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
I31133103
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:24 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-2tyGco2KJ2WIeNDLtNZ?sMW3hSYb?yfrKibvyjybMg9
Scale = 1:16.8
1
2
3
7
6
8
4
5
1.5x4
1.5x4
2x4
3x6
2-9-6
2-9-6
3-1-15
0-4-9
-0-10-8
0-10-8
2-9-6
2-9-6
3-1-15
0-4-9
0-7-122-9-11-9-12-3-131-0-08.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.05
0.12
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2-7
2-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 12 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
3-7: 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-15 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)4=18/Mechanical, 5=99/Mechanical, 2=184/0-3-8
Max Horz 2=64(LC 9)
Max Uplift 5=-19(LC 9)
Max Grav 4=20(LC 2), 5=99(LC 1), 2=184(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-1-3 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J9
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
I31133104
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:27 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-SSeOFq4CbzutVqywYW6iT?8WkfZDCJdH0gqaZ2ybMg6
Scale = 1:16.4
1
2
5
4
3
3x6
1.5x4
3x6
3x4
0-0-10
0-0-10
2-8-14
2-8-4
-1-9-3
1-9-3
0-3-8
0-3-8
2-8-14
2-5-6
1-1-02-8-16.95 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.26
0.07
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)3=29/Mechanical, 5=257/0-5-12, 4=24/Mechanical
Max Horz 5=71(LC 9)
Max Uplift 3=-9(LC 6), 5=-34(LC 9), 4=-10(LC 9)
Max Grav 3=29(LC 1), 5=257(LC 1), 4=49(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 4.
6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J10
Truss Type
Jack-Open Structural Gable
Qty
1
Ply
1
Job Reference (optional)
I31133105
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:00 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-lGVBablGygUimhOkTL7MtIWs9mK9N4sJpzne66ybMgX
Scale = 1:14.0
1
2
3
5 4
6 3x6
3x4 1.5x4
1.5x4
2-6-0
2-5-2
-2-2-10
2-2-10
2-6-0
2-6-0
1-0-122-2-95.52 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.48
0.24
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
-0.05
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
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)3=-15/Mechanical, 4=28/Mechanical, 5=306/0-7-2
Max Horz 5=58(LC 8)
Max Uplift 3=-15(LC 1), 4=-7(LC 9), 5=-77(LC 9)
Max Grav 3=32(LC 9), 4=48(LC 2), 5=306(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-290/387
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) -2-2-10 to 2-0-4, Exterior(2) 2-0-4 to 2-4-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J11
Truss Type
Jack-Open Structural Gable
Qty
1
Ply
1
Job Reference (optional)
I31133106
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:02 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-hedx?HnXUHkQ??Y6am9qyjcCea?jr_LcGHGlA_ybMgV
Scale = 1:13.7
1
2
3
5 4
3x6
3x4 1.5x4
1.5x4
2-4-6
2-3-8
-2-2-10
2-2-10
2-4-6
2-4-6
1-0-122-1-131-9-42-1-135.52 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.48
0.24
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
-0.05
(loc)
4-5
4-5
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-6 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)3=-25/Mechanical, 4=27/Mechanical, 5=306/0-7-2
Max Horz 5=56(LC 8)
Max Uplift 3=-25(LC 1), 4=-8(LC 9), 5=-79(LC 9)
Max Grav 3=35(LC 9), 4=45(LC 2), 5=306(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-292/390
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J12
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
I31133107
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:05 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-6DJ4dIpPnC7_sSGhFujYaMEn?n3G2My2zFVPnJybMgS
Scale = 1:14.0
1
2
5
3
4
2x4
3-6-0
3-6-0
-0-10-8
0-10-8
3-6-0
3-6-0
0-5-122-2-121-10-12-2-126.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.15
0.12
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=89/Mechanical, 2=202/0-3-8, 4=33/Mechanical
Max Horz 2=53(LC 9)
Max Uplift 3=-27(LC 9), 2=-13(LC 9)
Max Grav 3=89(LC 1), 2=202(LC 1), 4=66(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-5-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
J13
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
I31133108
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:08 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Wo_DGKsH47VZjw?Gx0GFC_sI1?4qFjiUfDj3OeybMgP
Scale = 1:14.3
1
2
5
3
4
2x4
3-7-8
3-7-8
-0-10-8
0-10-8
3-7-8
3-7-8
0-5-122-3-81-10-132-3-86.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.16
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=93/Mechanical, 2=207/0-3-8, 4=34/Mechanical
Max Horz 2=54(LC 9)
Max Uplift 3=-28(LC 9), 2=-13(LC 9)
Max Grav 3=93(LC 1), 2=207(LC 1), 4=68(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-6-12 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
M1
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133109
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:30 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-t1JXtr75uuGRMIhVDegP5dmu3sQYPb8jie2E9MybMg3
Scale = 1:69.0
Sheet Front
Full Sheathing
1 Ply 7/16" 4X8 OSB
1 2
3
4
5
6
7
13 12 11 10 9 8
5x12 MT20HS
8x8
4x6
3x6
-0-10-8
0-10-8
6-10-0
6-10-0
3-3-111-2-1214.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-5-6], [7:Edge,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.89
0.79
0.26
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
1
1
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
MT20HS
Weight: 205 lb FT = 20%
GRIP
197/144
148/108
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF 2100F 1.8E *Except*
7-8: 2x4 SPF No.2
OTHERS 2x4 SPF No.2 *Except*
3-12,4-11: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-3-12 oc bracing: 12-13.
WEBS 1 Row at midpt 7-8, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-10-0.
(lb) - Max Horz 13=306(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 11, 10, 9 except 13=-568(LC 7),
8=-178(LC 8), 12=-805(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 8, 11, 10, 9 except 13=867(LC 6),
12=636(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1025/306, 2-3=-1039/335, 3-4=-399/126, 4-5=-373/120, 5-6=-288/199
WEBS 3-12=-290/830
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 6-8-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) All plates are MT20 plates unless otherwise indicated.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10, 9 except
(jt=lb) 13=568, 8=178, 12=805.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
M2
Truss Type
Monopitch
Qty
3
Ply
1
Job Reference (optional)
I31133110
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:32 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-pQRHIX8LQVW9ccrtL3itA2rJmgB9tXh0AyXLEFybMg1
Scale = 1:68.9
1 2
3
5 4
6
7
1.5x4
3x4 1.5x4
3x6
Special
6-10-0
6-10-0
-0-10-8
0-10-8
6-10-0
6-10-0
3-3-111-2-1214.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.56
0.46
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.27
-0.00
(loc)
4-5
4-5
4
l/defl
>715
>286
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-4: 2x4 SPF 2100F 1.8E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-9-1 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)4=161/Mechanical, 5=328/0-3-8
Max Horz 5=306(LC 6)
Max Uplift 4=-415(LC 6), 5=-31(LC 5)
Max Grav 4=483(LC 18), 5=328(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-388/139, 3-4=-368/533, 2-5=-400/117
BOT CHORD 4-5=-544/193
WEBS 2-4=-179/486
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-8-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
4=415.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 207 lb up at
6-8-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 3=96(B)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
PB1
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133111
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:36 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-iBgo8vBrUk1b4D8favmpLu05RHevpN7c5ZVYM0ybMfz
Scale: 3/4"=1’
1
2
3
4 5
6
7
8
3x4 3x4
2x4 2x4 1.5x4
1.5x4
8-0-1
8-0-1
2-0-0
2-0-0
6-0-0
4-0-0
8-0-1
2-0-0
0-5-102-0-32-2-80-1-80-5-100-1-82-0-314.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [6:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.07
0.09
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=171/6-11-13, 6=171/6-11-13, 8=228/6-11-13
Max Horz 2=39(LC 8)
Max Uplift 2=-10(LC 9), 6=-10(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
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.
September 22,2017
Job
LAYTON
Truss
PB2
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133112
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:44 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Tj9qpeItbB1S2SlB2awhfaLRHWM6h?wnwpRzeYybMfr
Scale = 1:30.4
1
2
3
4
5
6
7
8 9
10
4x4
2x4 2x4
1.5x4
8-0-1
8-0-1
4-0-0
4-0-0
8-0-1
4-0-0
0-5-104-6-80-1-80-5-100-1-814.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.21
0.14
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 26 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=184/6-11-13, 4=184/6-11-13, 6=202/6-11-13
Max Horz 2=87(LC 8)
Max Uplift 2=-22(LC 9), 4=-22(LC 9)
Max Grav 2=184(LC 1), 4=184(LC 1), 6=213(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7) 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.
September 22,2017
Job
LAYTON
Truss
PB3
Truss Type
Piggyback
Qty
1
Ply
2 Job Reference (optional)
I31133113
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:48 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-LVPKf?LNfQXuX33yHQ_dqQW9t7k5doNNrRPBnKybMfn
Scale = 1:30.4
1
2
3
4
5
6
7
8 9
10
4x4
2x4 2x4
1.5x4
8-0-1
8-0-1
4-0-0
4-0-0
8-0-1
4-0-0
0-5-104-6-80-1-80-5-100-1-814.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.10
0.07
0.01
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 52 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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.
REACTIONS.(lb/size)2=184/6-11-13, 4=184/6-11-13, 6=202/6-11-13
Max Horz 2=87(LC 8)
Max Uplift 2=-22(LC 9), 4=-22(LC 9)
Max Grav 2=184(LC 1), 4=184(LC 1), 6=213(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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: 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
9) 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.
September 22,2017
Job
LAYTON
Truss
PB4
Truss Type
Piggyback
Qty
11
Ply
1
Job Reference (optional)
I31133114
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:50 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-HtX54hMeB1ocmNDLOr15vrbRlwOA4iBgJluIsCybMfl
Scale = 1:21.8
1 2
3
4 5
6
7
8 9
10
4x4
2x4 2x4 1.5x4
10-5-7
10-5-7
5-2-11
5-2-11
10-5-7
5-2-11
0-4-73-4-50-1-80-4-70-1-88.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.33
0.22
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.02
0.03
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=223/8-11-9, 4=223/8-11-9, 6=323/8-11-9
Max Horz 2=-52(LC 7)
Max Uplift 2=-28(LC 9), 4=-28(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-2-11, Exterior(2) 5-2-11 to 8-2-11 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7) 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.
September 22,2017
Job
LAYTON
Truss
PB5
Truss Type
Piggyback
Qty
2
Ply
1
Job Reference (optional)
I31133115
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:53 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-iSCDijPWUyABdqxw3zaoXUD?L8QkH3M6?j7yTXybMfi
Scale = 1:18.0
1
2
3
4 5
6 7
8
3x4 3x4
2x4 2x4 1.5x4
1.5x4
10-5-7
10-5-7
3-6-0
3-6-0
6-11-7
3-5-8
10-5-7
3-6-0
0-4-72-0-32-2-80-1-80-4-70-1-82-0-38.00 12
Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.12
0.17
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
0.01
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=257/8-11-9, 6=257/8-11-9, 8=255/8-11-9
Max Horz 2=32(LC 8)
Max Uplift 2=-24(LC 9), 6=-24(LC 9)
Max Grav 2=257(LC 1), 6=257(LC 1), 8=256(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-261/89, 5-6=-261/89
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
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.
September 22,2017
Job
LAYTON
Truss
PB6
Truss Type
Piggyback
Qty
1
Ply
2 Job Reference (optional)
I31133116
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:56 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-61uMKkROmtYlUIgVl57V96rX?LUkUQUYhhLc3sybMff
Scale = 1:15.6
1
2
3
4
5
6
4x4
2x4 2x4 1.5x4
4-7-5
4-7-5
2-3-11
2-3-11
4-7-5
2-3-11
0-5-102-6-120-1-80-5-100-1-814.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.03
0.02
0.01
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
4
4
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)2=98/3-7-2, 4=98/3-7-2, 6=102/3-7-2
Max Horz 2=48(LC 8)
Max Uplift 2=-12(LC 9), 4=-12(LC 9)
Max Grav 2=98(LC 1), 4=98(LC 1), 6=109(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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: 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
9) 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.
September 22,2017
Job
LAYTON
Truss
PB7
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133117
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:58 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-2Q06lQSfIVoTjbqtsWAzEXwt19AwyKtr9_qj8lybMfd
Scale = 1:15.6
Sheet Front
Full Sheathing
1 Ply 7/16" 4X8 OSB
1
2
3
4
5
6
4x4
2x4 2x4 1.5x4
4-7-5
4-7-5
2-3-11
2-3-11
4-7-5
2-3-11
0-5-102-6-120-1-80-5-100-1-814.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.06
0.04
0.01
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: 29 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=98/3-7-2, 4=98/3-7-2, 6=102/3-7-2
Max Horz 2=48(LC 8)
Max Uplift 2=-12(LC 9), 4=-12(LC 9)
Max Grav 2=98(LC 1), 4=98(LC 1), 6=109(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7) 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.
September 22,2017
Job
LAYTON
Truss
PB8
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133118
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:01 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-T?hFNSVXbQA2a3YSXfjgrAYOHMBd9hcHry3Nl3ybMfa
Scale = 1:15.6
1
2
3
4
5
6
4x4
2x4 2x4 1.5x4
4-7-5
4-7-5
2-3-11
2-3-11
4-7-5
2-3-11
0-5-102-6-120-1-80-5-100-1-814.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.06
0.04
0.01
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: 14 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=98/3-7-2, 4=98/3-7-2, 6=102/3-7-2
Max Horz 2=48(LC 8)
Max Uplift 2=-12(LC 9), 4=-12(LC 9)
Max Grav 2=98(LC 1), 4=98(LC 1), 6=109(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7) 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.
September 22,2017
Job
LAYTON
Truss
PB9
Truss Type
Piggyback
Qty
8
Ply
1
Job Reference (optional)
I31133119
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:03 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-PNp?o8Wn71QmqNirf3l8xbdijArUdaOaIGYUpyybMfY
Scale = 1:41.7
1
2
3
4
5
8 7 6
9
10
11
2x4
1.5x4
2x4
1.5x4
1.5x4
1.5x4
1.5x4
9-9-5
9-9-50-4-76-4-110-1-80-1-88.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.19
0.14
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
1
1
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-0-6.
(lb) - Max Horz 2=169(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 8, 7 except 6=-117(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=408(LC 1),
7=392(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-8=-276/135
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 9-7-9 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7 except (jt=lb)
6=117.
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.
September 22,2017
Job
LAYTON
Truss
PB10
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133120
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:39 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-6mMxmwEknfPAxhtDF1KWyXea1Vft0j22nXkCzLybMfw
Scale = 1:30.7
1 2
3
4 5 6
9 8 7
10
11
12
3x4 1.5x4
1.5x4 2x4
1.5x4
1.5x4
1.5x4
1.5x4
9-9-5
9-9-5
7-0-1
7-0-1
9-9-5
2-9-4
0-4-74-6-80-1-80-1-88.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.24
0.14
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
0.00
(loc)
1
1
7
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 35 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-0-6.
(lb) - Max Horz 2=121(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 9, 8 except 7=-121(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=405(LC 1),
8=397(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-9=-273/159
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 7-0-1, Exterior(2) 7-0-1 to 9-7-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8 except (jt=lb)
7=121.
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.
September 22,2017
Job
LAYTON
Truss
PB11
Truss Type
Piggyback
Qty
1
Ply
1
Job Reference (optional)
I31133121
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:41:42 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-WL23OyGc3anko8bow9tDa9G4yih?D58UTVysagybMft
Scale = 1:18.9
1
2
3 4 5 6
9 8 7
10 11
3x4 1.5x4
1.5x4 2x4 1.5x4
1.5x4
1.5x4
1.5x4
9-9-5
9-9-5
3-6-1
3-6-1
9-9-5
6-3-4
0-4-72-2-80-1-80-1-88.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.26
0.11
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.01
-0.00
(loc)
1
1
7
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
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.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-0-6.
(lb) - Max Horz 2=56(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9, 8
Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8 except 9=372(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-9=-268/116
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-11 to 7-8-15, Interior(1) 7-8-15 to 9-7-9 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 9, 8.
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.
September 22,2017
Job
LAYTON
Truss
R1
Truss Type
MONO TRUSS
Qty
4
Ply
1
Job Reference (optional)
I31133122
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:06 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-pyU8R9ZgQypLhqRQKCJrYDFF?NuFqx30_Em8QHybMfV
Scale = 1:6.9
1
2
3
42x4 4x6
1-0-0
1-0-0
-0-10-8
0-10-8
1-0-0
1-0-0
0-3-150-9-156.00 12
Plate Offsets (X,Y)-- [3:0-1-15,0-0-0], [4:0-6-4,0-1-13], [4:0-1-9,0-0-13]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.06
0.01
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2
2
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 4 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=117/0-3-8, 4=3/0-3-8
Max Horz 2=17(LC 6)
Max Uplift 2=-35(LC 9)
Max Grav 2=117(LC 1), 4=15(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=1ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift 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.
September 22,2017
Job
LAYTON
Truss
T1
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
I31133123
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:09 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-EXAG3BbYitBvYIA_?KsYAstjrbvh1GRTgC?o1cybMfS
Scale = 1:57.8
1
2
3 4
5 6
7
8
9
10
17 16 15 14 13 12 11
18 19 20 21
22 23 24
6x6
4x4
4x8
4x4
2x4 4x6 4x8
4x8
2x4 3x4
3x4
3x4
4x8
4x8
1.5x4
3x6
Special
Special
Special
Special
Special
Special
Special
Special
Special Special Special
4-4-4
4-4-4
8-6-9
4-2-5
12-8-12
4-2-3
16-11-4
4-2-8
18-7-12
1-8-8
24-8-8
6-0-12
-0-10-8
0-10-8
4-4-4
4-4-4
8-6-9
4-2-5
12-8-15
4-2-5
16-11-4
4-2-5
18-7-12
1-8-8
21-6-6
2-10-10
24-8-8
3-2-2
1-1-05-11-108-1-141-1-05-11-1014.00 12
Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [6:0-6-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.15
0.09
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
10-11
10-11
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 318 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud *Except*
7-11: 2x4 SPF No.2
SLIDER Right 2x6 SPF No.2 2-6-0
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.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13.
REACTIONS.(lb/size)10=427/0-3-8, 17=761/0-5-8, 13=1335/0-3-8
Max Horz 17=-167(LC 15)
Max Uplift 17=-239(LC 7), 13=-296(LC 7)
Max Grav 10=427(LC 1), 17=765(LC 11), 13=1335(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-670/245, 3-4=-371/199, 6-7=-278/102, 7-8=-307/89, 8-10=-412/38, 2-17=-672/217
BOT CHORD 15-16=-212/333, 13-15=-212/333
WEBS 4-13=-667/251, 5-13=-641/137, 5-12=-12/390, 6-12=-309/32, 2-16=-190/296
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
17=239, 13=296.
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) 91 lb down and 103 lb up at
4-4-4, 98 lb down and 98 lb up at 6-5-0, 98 lb down and 98 lb up at 8-5-0, and 98 lb down and 98 lb up at 10-5-0, and 78 lb down
and 81 lb up at 12-5-0 on top chord, and 136 lb down and 105 lb up at 2-5-0, 40 lb down and 15 lb up at 4-5-0, 40 lb down and 15
lb up at 6-5-0, 40 lb down and 15 lb up at 8-5-0, and 40 lb down and 15 lb up at 10-5-0, and 26 lb down at 12-5-0 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T1
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
I31133123
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:09 2017 Page 2 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-EXAG3BbYitBvYIA_?KsYAstjrbvh1GRTgC?o1cybMfS
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-10=-60, 10-17=-20
Concentrated Loads (lb)
Vert: 3=-49(F) 14=-29(F) 16=-29(F) 4=-49(F) 15=-29(F) 18=-49(F) 19=-49(F) 21=-36(F) 22=-136(F) 23=-29(F) 24=-13(F)
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Job
LAYTON
Truss
T1GE
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133124
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:27 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-i?G4rLprTPSMi3YS36Bmvedo3r2sFNe6p?MlfZybMfA
Scale = 1:50.8
Sheet Front
Full Sheathing
1 Ply 7/16" 4X8 OSB
1
2
3
4
5
6
7
8
9
10
11
12
23 22 21 20 19 18 17 16 15 14 13
2x4
4x4
2x4
12-1-8
12-1-8
6-0-12
6-0-12
12-1-8
6-0-12
13-0-0
0-10-8
1-1-08-1-141-1-014.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.17
0.09
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
12
12
13
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 238 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except*
6-18: 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-1-8.
(lb) - Max Horz 23=-173(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 17, 16, 15 except 23=-220(LC 7), 13=-160(LC 8),
22=-131(LC 6), 14=-133(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 23, 13, 18, 19, 20, 21, 22, 17, 16, 15, 14
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-18=-284/15
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) 0-1-12 to 3-4-12, Exterior(2) 3-4-12 to 6-0-12, Corner(3) 6-0-12 to 9-0-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 17,
16, 15 except (jt=lb) 23=220, 13=160, 22=131, 14=133.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T2
Truss Type
Piggyback Base
Qty
2
Ply
1
Job Reference (optional)
I31133125
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:29 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-eNNqG1q5?0i4xMhqAXDE_3i1IfcBjK_PHJrskSybMf8
Scale = 1:61.5
1
2
3
4
5 6
7
8
9
12 11 10
131415
16
17 18 19 20 21
4x6 6x6
5x10
4x4
4x4
6x10
5x6
5x6
3x4 4x8
1.5x4
3x4
1.5x4
8-4-4
8-4-4
16-4-4
8-0-1
24-8-8
8-4-4
-0-10-8
0-10-8
4-3-14
4-3-14
8-4-4
4-0-6
16-4-4
8-0-1
20-4-10
4-0-6
24-8-8
4-3-14
1-1-010-9-151-1-010-9-1514.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [5:0-3-2,0-2-0], [6:0-3-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.63
0.61
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.32
0.03
(loc)
2-12
9-10
9
l/defl
>999
>917
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 139 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,7-10: 2x4 SPF Stud
SLIDER Left 2x8 SP No.1 3-6-1, Right 2x6 SPF No.2 3-6-1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except
2-0-0 oc purlins (5-5-7 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=1209/0-3-8, 2=1241/0-5-8
Max Horz 2=210(LC 8)
Max Uplift 2=-8(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1279/106, 4-5=-1078/176, 5-6=-673/163, 6-7=-1110/179, 7-9=-1311/108
BOT CHORD 2-12=-26/719, 10-12=0/694, 9-10=0/740
WEBS 5-12=-23/385, 6-10=-24/442
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-4-4, Exterior(2) 8-4-4 to 20-5-11, Interior(1) 20-5-11 to 24-8-8
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T2GE
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133126
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:33 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-X9dL5Ouc3FCVQ_?cPNIA8vtqqG5af5v?Cxp3tDybMf4
Scale: 1/4"=1’
Sheet Front
Full Sheathing
1 Ply 7/16" 4X8 OSB
1
2
3
4
5
6
7
8
9
10
19 18 17 16 15 14 13 12 11
2x4
4x4
2x4
11-3-0
11-3-0
-0-10-8
0-10-8
5-7-8
5-7-8
11-3-0
5-7-8
1-1-07-7-121-1-014.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-R
0.15
0.07
0.31
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
1
1
11
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 209 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-3-0.
(lb) - Max Horz 19=163(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-15=-289/21
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 5-7-8, Corner(3) 5-7-8 to 8-7-8 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11, 15, 16,
17, 18, 14, 13, 12.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T3
Truss Type
Common
Qty
4
Ply
1
Job Reference (optional)
I31133127
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:35 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-TXl5W4vsbsSDfH9_XoKeEKy2z3lE71CIfFIAy5ybMf2
Scale = 1:52.8
1
2
3 4
7 6 5
8 9
10
6x8
4x4
2x4 2x4 4x8
6x8
6-0-12
6-0-12
12-1-8
6-0-12
6-0-12
6-0-12
12-1-8
6-0-12
13-0-0
0-10-8
1-1-08-1-141-1-014.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-1-5]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.68
0.25
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 60 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *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 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=471/0-3-8, 5=537/0-3-8
Max Horz 7=-173(LC 7)
Max Uplift 5=-18(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-443/88, 2-3=-452/96, 1-7=-418/80, 3-5=-485/113
BOT CHORD 6-7=-165/267
WEBS 2-6=0/254, 3-6=-179/265
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-0-12, Exterior(2) 6-0-12 to 9-0-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T4
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
I31133128
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:38 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-t6QE86xktnroWltZCwuLrzacOHm_KPakLDXqYQybMf?
Scale = 1:50.6
1
2
3
6 5 4
7 8
5x9
4x4
5x9
2x4 2x4 4x8
6-0-12
6-0-12
12-1-8
6-0-12
6-0-12
6-0-12
12-1-8
6-0-12
1-1-08-1-141-1-014.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-1-5]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.48
0.25
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
2-5: 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=473/0-3-8, 4=473/0-3-8
Max Horz 6=-159(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-446/88, 2-3=-446/88, 1-6=-421/80, 3-4=-421/79
BOT CHORD 5-6=-158/254
WEBS 2-5=0/251
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-0-12, Exterior(2) 6-0-12 to 9-0-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T5
Truss Type
PIGGYBACK BASE GIRDE
Qty
1
Ply
2 Job Reference (optional)
I31133129
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:41 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Ih6Nn7_dAiDNOCc8t2R2TbC4RUgPXd_A1BlU8lybMey
Scale = 1:71.8
1
2
3
4 5 6
7
8
14 13 12 11 10 9
15
16 17 18 19 20 21 22 23 24 25
7x12 MT18HS 7x12 MT18HS
10x10
10x10
6x8
5x9
3x4
3x4
5x10
8x8
8x8
1.5x4
8x8
5x9
3x4
3x4
5x10
Special
Special
Special
Special
Special
Special
Special
Special
Special
Special
4-3-14
4-3-14
8-4-4
4-0-6
12-4-4
4-0-0
16-4-4
4-0-0
20-4-10
4-0-6
24-8-8
4-3-14
-0-10-8
0-10-8
4-3-14
4-3-14
8-4-4
4-0-6
12-4-4
4-0-0
16-4-4
4-0-0
20-4-10
4-0-6
24-8-8
4-3-14
1-1-010-9-151-1-010-9-1514.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [3:0-0-8,0-2-8], [4:0-9-4,0-2-0], [6:0-9-4,0-2-0], [7:0-0-8,0-2-8], [8:0-0-0,0-1-12], [10:0-3-8,0-4-12], [11:0-4-0,0-4-12], [12:0-3-13,0-3-0],
[13:0-3-8,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.62
0.71
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.19
0.05
(loc)
9-10
9-10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 495 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x10 SP No.1
WEBS 2x4 SPF No.2 *Except*
3-14,3-13,7-10,7-9: 2x4 SPF Stud
SLIDER Left 2x4 SPF Stud 6-2-14, Right 2x8 SP No.1 6-2-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins,
except
2-0-0 oc purlins (4-11-10 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)8=9824/0-3-8 (req. 0-5-13), 2=8046/0-3-8 (req. 0-4-12)
Max Horz 2=208(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9771/0, 3-4=-8228/0, 4-5=-6128/0, 5-6=-6128/0, 6-7=-8460/0, 7-8=-10741/0
BOT CHORD 2-14=0/5855, 13-14=0/5855, 11-13=0/5344, 10-11=0/5503, 9-10=0/6452, 8-9=0/6452
WEBS 3-14=-509/2021, 3-13=-944/521, 4-13=0/3896, 4-11=0/2206, 6-11=0/1769, 6-10=0/4481,
7-10=-1683/0, 7-9=0/3198
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: 2x10 - 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) The Fabrication Tolerance at joint 8 = 16%, joint 2 = 16%
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) WARNING: Required bearing size at joint(s) 8, 2 greater than input bearing size.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2079 lb down and 787 lb up at
4-11-13, 1407 lb down at 6-11-1, 1389 lb down at 8-11-1, 1434 lb down at 10-11-1, 1567 lb down at 12-11-1, 1527 lb down at
14-11-1, 1564 lb down at 16-11-1, 1567 lb down at 18-11-1, and 1567 lb down at 20-11-1, and 1567 lb down at 22-11-1 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T5
Truss Type
PIGGYBACK BASE GIRDE
Qty
1
Ply
2 Job Reference (optional)
I31133129
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:41 2017 Page 2 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Ih6Nn7_dAiDNOCc8t2R2TbC4RUgPXd_A1BlU8lybMey
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-6=-60, 6-8=-60, 2-13=-20, 13-18=-60, 18-20=-20, 10-20=-60, 8-10=-20
Concentrated Loads (lb)
Vert: 12=-1389(B) 16=-2079(B) 17=-1407(B) 18=-1434(B) 19=-1567(B) 21=-1527(B) 22=-1564(B) 23=-1567(B) 24=-1567(B) 25=-1567(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
LAYTON
Truss
T6
Truss Type
Piggyback Base
Qty
12
Ply
1
Job Reference (optional)
I31133130
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:45 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-ASLtcV17Exjosqwv6uW_eRNqR5?YTQUmyojiHWybMeu
Scale = 1:70.5
1
2
3
4
5
6 7 8
9
16 15 14 13 12 11 10
17
18
19 20 21 22
23
24
25 26 27 28 29
3x4
4x4 4x4
3x4 3x4
1.5x4
3x4
4x8 1.5x4
4x8
6x8
2x4 5x9
4x4
3x4
8-2-12
8-2-12
16-2-0
7-11-4
21-4-11
5-2-11
26-7-6
5-2-11
31-7-8
5-0-2
-0-10-8
0-10-8
5-7-0
5-7-0
10-10-8
5-3-8
16-2-0
5-3-8
21-4-11
5-2-11
26-7-6
5-2-11
31-7-8
5-0-2
0-7-1211-5-18-1-011-5-18.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-3-8], [2:0-3-8,Edge], [9:0-1-4,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.36
0.89
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.39
0.07
(loc)
14-16
14-16
10
l/defl
>999
>964
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 187 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
3-16: 2x4 SPF Stud
WEDGE
Left: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-4-4 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-14, 7-11, 9-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1495/0-3-8, 10=1587/Mechanical
Max Horz 2=276(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2205/92, 3-5=-2013/128, 5-6=-1430/175, 6-7=-1115/171, 7-8=-606/167,
8-9=-803/165, 9-10=-1475/116
BOT CHORD 2-16=-260/1717, 14-16=-207/1441, 12-14=-127/995, 11-12=-127/995
WEBS 5-16=0/483, 5-14=-570/110, 6-14=-11/453, 7-14=-35/304, 7-12=0/251, 7-11=-963/78,
9-11=-75/1107
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-3-7, Interior(1) 2-3-7 to 16-2-0, Exterior(2) 16-2-0 to 31-1-1, Interior(1) 31-1-1 to 31-5-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T7
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I31133131
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:48 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-b110FW30Xs5NjHeUo03hF4?ICJ2uglhCemyMurybMer
Scale = 1:70.8
1
2
3
4
5
6
7 8 9 10
11
21 20
19 18 17 16
15 14 13 12
22
23
24 25 26
27
28
29 30 31
3x6
4x8
3x4
4x6
1.5x4
1.5x4 2x4
4x6
5x6
6x10
4x4
3x6
3x4
4x8
5x9
3x4
4x8 4x4
5x9
4x4
1-6-7
1-6-7
2-9-6
1-2-15
9-5-11
6-8-5
16-2-0
6-8-5
17-10-7
1-8-8
22-2-15
4-4-8
26-7-6
4-4-8
31-7-8
5-0-2
-0-10-8
0-10-8
1-6-7
1-6-7
2-9-6
1-2-15
9-5-11
6-8-5
16-2-0
6-8-5
17-10-7
1-8-8
22-2-15
4-4-8
26-7-6
4-4-8
31-7-8
5-0-2
0-7-1211-5-18-1-01-0-011-5-18.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-12,0-3-8], [4:0-1-4,0-2-0], [7:0-5-12,0-2-0], [10:0-5-12,0-2-0], [11:0-1-4,0-1-12], [16:0-2-4,0-2-0], [19:0-7-0,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.52
0.79
0.82
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.42
0.24
(loc)
17-18
18-19
12
l/defl
>999
>901
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 217 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
16-19: 2x4 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except*
3-21,19-21,4-18,6-18,14-16,3-19: 2x4 SPF Stud
WEDGE
Left: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-6-1 max.): 7-10.
BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. Except:
1 Row at midpt 8-16
WEBS 1 Row at midpt 4-18, 6-17, 7-16, 9-14, 10-13, 11-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)12=1471/Mechanical, 2=1397/0-3-8
Max Horz 2=276(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1888/45, 3-4=-3894/350, 4-6=-2135/95, 6-7=-1417/157, 7-8=-1044/166,
8-9=-1043/167, 9-10=-827/175, 10-11=-741/166, 11-12=-1358/117
BOT CHORD 2-21=-262/1374, 4-19=-149/1072, 18-19=-601/3520, 17-18=-255/1696, 16-17=-159/1079,
13-14=-94/543
WEBS 3-21=-1286/251, 19-21=-305/1636, 4-18=-1845/349, 6-18=0/465, 6-17=-812/125,
7-17=-8/658, 14-16=-132/785, 9-16=-79/569, 9-14=-812/149, 10-14=-76/801,
10-13=-632/137, 11-13=-75/1009, 3-19=-305/1900
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-3-7, Interior(1) 2-3-7 to 16-2-0, Exterior(2) 16-2-0 to 31-1-1, Interior(1) 31-1-1 to 31-5-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T8
Truss Type
Piggyback Base Girder
Qty
1
Ply
2 Job Reference (optional)
I31133132
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:53 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-x?qvIE79LOkgq2XSaafsy7iCuKpnL6Axo2f7Z3ybMem
Scale = 1:66.6
1
2
3
4 5
6
7
14 13 12 11 10 9 8
15
16 17 18 19 20 21 22
6x6 5x6
10x10
5x6
10x10 5x6 6x8
4x6
4x8
6x6 8x8
4x6
4x8
Special
Special
Special
Special Special
Special
Special
Special
Special Special
Special
4-2-7
4-2-7
8-1-5
3-10-15
12-8-11
4-7-5
16-7-9
3-10-15
20-10-0
4-2-7
-0-10-8
0-10-8
4-2-7
4-2-7
8-1-5
3-10-15
12-8-11
4-7-5
16-7-9
3-10-15
20-10-0
4-2-7
1-1-010-6-91-1-010-6-914.00 12
Plate Offsets (X,Y)-- [2:0-2-7,0-2-0], [4:0-3-0,0-1-8], [5:0-2-11,Edge], [7:0-2-7,0-2-0], [11:0-3-0,0-3-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.33
0.55
0.42
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.14
0.03
(loc)
11-13
11-13
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 340 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.1
WEBS 2x4 SPF Stud *Except*
4-11,4-10,5-10: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 2-8-7, Right 2x6 SPF No.2 2-8-7
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)7=5916/0-3-8, 2=6036/0-3-8 (req. 0-3-9)
Max Horz 2=204(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5848/0, 3-4=-4432/0, 4-5=-2903/0, 5-6=-4501/0, 6-7=-5874/0
BOT CHORD 2-13=0/3508, 11-13=0/3508, 10-11=0/2854, 9-10=0/3527, 7-9=0/3527
WEBS 3-13=0/1943, 3-11=-1175/0, 4-11=0/2947, 5-10=0/3102, 6-10=-1129/0, 6-9=0/1873
NOTES-
1) N/A
2) 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: 2x8 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) 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.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
9) WARNING: Required bearing size at joint(s) 2 greater than input bearing size.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 931 lb down at 0-4-4, 924 lb
down at 2-4-4, 924 lb down at 4-4-4, 924 lb down at 6-4-4, 905 lb down at 8-4-4, 895 lb down at 10-4-4, 924 lb down at 12-4-4,
924 lb down at 14-4-4, 924 lb down at 16-4-4, and 924 lb down at 18-4-4, and 930 lb down at 20-4-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR
LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER
MANUFACTURER SPECIFICATIONS.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T8
Truss Type
Piggyback Base Girder
Qty
1
Ply
2 Job Reference (optional)
I31133132
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:53 2017 Page 2 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-x?qvIE79LOkgq2XSaafsy7iCuKpnL6Axo2f7Z3ybMem
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-11=-20, 11-20=-60, 7-20=-20
Concentrated Loads (lb)
Vert: 13=-924(B) 11=-905(B) 10=-924(B) 9=-924(B) 8=-924(B) 16=-931(B) 17=-924(B) 18=-924(B) 19=-895(B) 21=-924(B) 22=-930(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
LAYTON
Truss
T9
Truss Type
QUEENPOST
Qty
1
Ply
1
Job Reference (optional)
I31133133
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:57 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-qm4Q8bAfPdE5IgqDpPjo7ztwjxDSHx1XjgdKiqybMei
Scale: 3/16"=1’
Sheet Front
Left Option 10-4-15
1 Ply 7/16" 4X8 OSB
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9 10 11 12
30 29 28 27 26 25 24 23 22
21 20
34
32
33
31
37
35
38
36 39
40
41
42 43
5x9
4x4
3x4
3x4
3x4
5x6
3x4
4x8
4x6
3x4
3x6
9-5-0
9-5-0
10-4-15
0-11-15
15-10-12
5-5-13
20-10-0
4-11-4
-0-10-8
0-10-8
9-5-0
9-5-0
10-5-0
1-0-0
11-5-0
1-0-0
13-3-6
1-10-6
15-10-12
2-7-6
16-1-1
0-2-5
18-6-2
2-5-2
20-10-0
2-3-14
1-1-010-6-91-1-010-6-914.00 12
Plate Offsets (X,Y)-- [9:0-1-5,Edge], [13:0-1-5,Edge], [19:Edge,0-3-11]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.15
0.37
0.36
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.09
-0.01
(loc)
20-21
20-21
30
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 469 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
16-21,8-23,7-24,12-34,10-22: 2x4 SPF No.2
SLIDER Right 2x6 SPF No.2 1-11-10
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.): 9-13.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 29-30.
WEBS 1 Row at midpt 7-24
JOINTS 1 Brace at Jt(s): 31, 32, 35, 36, 37, 38
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-10-8 except (jt=length) 19=0-3-8.
(lb) - Max Horz 19=-218(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 30, 24, 25, 27, 28, 22 except
23=-261(LC 14), 29=-160(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 27, 28, 29 except
19=571(LC 14), 30=423(LC 1), 22=532(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-282/87, 16-17=-499/75, 17-19=-618/33, 2-3=-252/84, 6-7=-250/67,
7-8=-261/138, 2-30=-411/92
BOT CHORD 20-21=-102/329, 19-20=-108/317
WEBS 21-34=-305/119, 32-34=-275/115, 32-33=-262/131
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-5-0, Interior(1) 2-5-0 to 8-1-5, Exterior(2) 8-1-5 to 16-11-9, Interior(1) 16-11-9 to 20-10-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 24, 25, 27, 28,
22 except (jt=lb) 23=261, 29=160.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T10
Truss Type
Piggyback Base
Qty
1
Ply
1
Job Reference (optional)
I31133134
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:12 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-e6sPhDdR?oZUPluZhSQFoUVEVopaEdYvNADSdxybMfP
Scale = 1:60.1
1
2
3
4
5 6
7
8
9
12 11 10
13 14 15
16
17 18 19 20 21
4x4 5x6
5x10
4x4
4x4
5x10
4x4
4x4
3x4 4x8
1.5x4
3x4
1.5x4
8-1-5
8-1-5
12-8-11
4-7-5
20-10-0
8-1-5
-0-10-8
0-10-8
4-2-7
4-2-7
8-1-5
3-10-15
12-8-11
4-7-5
16-7-9
3-10-15
20-10-0
4-2-7
1-1-010-6-91-1-010-6-914.00 12
Plate Offsets (X,Y)-- [6:0-2-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.19
0.52
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.33
0.02
(loc)
9-10
9-10
9
l/defl
>999
>752
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 122 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
4-12,7-10: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 3-5-0, Right 2x6 SPF No.2 3-5-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)9=993/0-3-8, 2=1039/0-3-8
Max Horz 2=205(LC 8)
Max Uplift 2=-10(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1030/108, 4-5=-862/178, 5-6=-506/164, 6-7=-874/181, 7-9=-1041/110
BOT CHORD 2-12=-34/575, 10-12=0/514, 9-10=0/584
WEBS 5-12=-54/327, 6-10=-54/360
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-1-5, Exterior(2) 8-1-5 to 16-8-10, Interior(1) 16-8-10 to 20-10-0
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T11
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
I31133135
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:15 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-2hXYJEgJIjx3GDd8MbzyQ67h3?sTRvgL38S6EFybMfM
Scale = 1:55.5
1 2 3 4 5 6 7
8
9 10
18 17 16 15 14 13 12 11
19 20 21 22 23 24 25 26 27 28 29 30
31 32 33 34 35 36 37 38 39 40 41 42 43
4x4
1.5x4 3x4
4x6
4x8
2x4 4x8
1.5x4 4x8
2x4 3x4
3x4
4x8
3x6
2x4
5x6
4x6
Special
Special
Special
Special
Special
Special
Special Special Special Special
Special
Special
Special
Special
Special
Special
Special
Special
Special Special Special Special
Special
Special
4-7-11
4-7-11
9-1-9
4-5-15
13-7-8
4-5-15
18-1-7
4-5-15
22-5-9
4-4-3
26-10-13
4-5-3
31-7-8
4-8-11
4-7-11
4-7-11
9-1-9
4-5-15
13-7-8
4-5-15
18-1-7
4-5-15
22-5-9
4-4-3
26-10-13
4-5-3
31-7-8
4-8-11
32-6-0
0-10-8
6-7-86-9-10-7-126-7-98.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-2-3], [9:0-0-0,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.42
0.45
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.07
-0.13
0.05
(loc)
13-15
13-15
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 374 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud *Except*
2-18,2-16,4-16,4-13,6-12: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)18=2096/0-3-8, 9=2185/0-3-8
Max Horz 18=-179(LC 15)
Max Uplift 18=-774(LC 3), 9=-613(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2156/819, 3-4=-2156/819, 4-6=-2612/962, 6-7=-2202/799, 7-8=-2738/938,
8-9=-3284/987
BOT CHORD 17-18=-419/1313, 16-17=-419/1313, 15-16=-822/2597, 13-15=-822/2597,
12-13=-806/2612, 11-12=-729/2577, 9-11=-729/2577
WEBS 2-18=-2233/811, 2-17=0/318, 2-16=-513/1445, 3-16=-394/233, 4-16=-756/259,
4-15=0/292, 6-13=-3/276, 6-12=-767/299, 7-12=-335/1135, 8-12=-447/102,
8-11=-84/443
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
18=774, 9=613.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T11
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
I31133135
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:16 2017 Page 2 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-Xt5wXagx313wuMCLwIUByKgspPCiAMwVHoBgniybMfL
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 104 lb up at 0-9-8, 104 lb down and 107 lb up at
2-9-8, 104 lb down and 107 lb up at 4-9-8, 104 lb down and 107 lb up at 6-9-8, 104 lb down and 107 lb up at 8-9-8, 104 lb down and 107 lb up at 10-9-8, 100 lb down
and 107 lb up at 12-9-8, 100 lb down and 107 lb up at 14-9-8, 100 lb down and 107 lb up at 16-9-8, 100 lb down and 107 lb up at 18-9-8, and 103 lb down and 107 lb up
at 20-9-8, and 100 lb down and 111 lb up at 22-5-9 on top chord, and 57 lb down and 12 lb up at 0-9-8, 50 lb down and 14 lb up at 2-9-8, 50 lb down and 14 lb up at
4-9-8, 50 lb down and 14 lb up at 6-9-8, 50 lb down and 14 lb up at 8-9-8, 50 lb down and 14 lb up at 10-9-8, 50 lb down and 14 lb up at 12-9-8, 50 lb down and 14 lb up
at 14-9-8, 50 lb down and 14 lb up at 16-9-8, 50 lb down and 14 lb up at 18-9-8, 50 lb down and 14 lb up at 20-9-8, 50 lb down and 14 lb up at 22-4-13, 156 lb down
and 88 lb up at 24-4-13, and 156 lb down and 62 lb up at 26-4-13, and 195 lb down and 62 lb up at 28-4-13 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-7=-60, 7-10=-60, 9-18=-20
Concentrated Loads (lb)
Vert: 2=-63(F) 17=-36(F) 12=-36(F) 7=-63(F) 19=-74(F) 20=-63(F) 21=-63(F) 23=-63(F) 24=-63(F) 25=-63(F) 26=-63(F) 27=-63(F) 28=-63(F) 30=-63(F) 31=-40(F)
32=-36(F) 33=-36(F) 34=-36(F) 35=-36(F) 36=-36(F) 37=-36(F) 38=-36(F) 39=-36(F) 40=-36(F) 41=-156 42=-156 43=-195
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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
LAYTON
Truss
T12
Truss Type
Piggyback Base
Qty
10
Ply
1
Job Reference (optional)
I31133136
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:18 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-TGDgyGiCbeJe7gMj1jXf2ll7nDljeGfnl6gmraybMfJ
Scale = 1:63.2
1
2
3 4 5
10 9 8 7 6
11 12
13
14
15 16
17 18 19
3x6
4x4 6x6
6x6 2x4 3x4
3x6
3x4
4x8
3x4
3x4
5-6-14
5-6-14
10-10-4
5-3-6
20-7-8
9-9-5
20-11-2
0-3-10
5-6-14
5-6-14
10-10-4
5-3-6
15-7-2
4-8-14
20-7-8
5-0-6
3-3-1210-6-98-11-128.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.71
0.99
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.41
-0.78
0.16
(loc)
6-7
6-7
12
l/defl
>597
>317
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 126 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
2-8,1-10,1-8,5-11: 2x4 SPF Stud
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 2-2-0 oc bracing.
WEBS 1 Row at midpt 2-7, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)10=944/Mechanical, 12=1001/0-3-8
Max Horz 10=263(LC 6)
Max Uplift 12=-86(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-818/50, 2-3=-751/113, 3-4=-542/118, 6-11=-125/901, 5-11=-125/901,
1-10=-884/54
BOT CHORD 8-10=-363/152, 7-8=-265/616, 6-7=-152/380
WEBS 4-7=-59/395, 4-6=-794/186, 1-8=0/677, 5-12=-1023/121
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-4, Exterior(2) 10-10-4 to 15-1-2 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 12 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) 12.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T13
Truss Type
Common
Qty
3
Ply
1
Job Reference (optional)
I31133137
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:21 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-trupaHk4uZhC_84Iir4MfNNlZQvVrheER3vRSvybMfG
Scale = 1:36.9
1
2
3
4
5
6
7
10 9 8
11
12 13
14
4x4
3x6 3x4 3x4
1.5x4
3x4
1.5x4
3x6
7-2-2
7-2-2
14-0-14
6-10-13
21-3-0
7-2-2
-0-10-8
0-10-8
5-5-7
5-5-7
10-7-8
5-2-1
15-9-9
5-2-1
21-3-0
5-5-7
22-1-8
0-10-8
0-5-125-9-80-5-126.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-3], [6:0-0-0,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.29
0.47
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.21
0.05
(loc)
6-8
2-10
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 75 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=900/0-3-8, 6=900/0-3-8
Max Horz 2=76(LC 8)
Max Uplift 2=-13(LC 9), 6=-13(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1417/73, 3-4=-1244/94, 4-5=-1244/94, 5-6=-1417/73
BOT CHORD 2-10=-6/1188, 8-10=0/803, 6-8=-11/1188
WEBS 4-8=-2/466, 5-8=-287/105, 4-10=-2/466, 3-10=-287/105
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-7-8, Exterior(2) 10-7-8 to 13-7-8 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
T14
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
I31133138
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:42:24 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-IQaxCJnyAU4nrbptO_e3H0?BNexv21Lg71753EybMfD
Scale = 1:36.9
1
2
3
4
5
6
7
10 9 8
11
12 13
14
4x4
3x6 3x4 3x4
1.5x4
3x4
1.5x4
3x6
7-2-2
7-2-2
14-0-14
6-10-13
21-2-7
7-1-8
21-3-0
0-0-10
-0-10-8
0-10-8
5-5-7
5-5-7
10-7-8
5-2-1
15-9-9
5-2-1
21-3-0
5-5-7
22-1-8
0-10-8
0-5-125-9-80-5-126.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-3], [6:0-0-0,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.51
0.49
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.22
0.05
(loc)
6-8
6-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 75 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-15 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=902/0-3-7, 6=899/0-2-5
Max Horz 2=76(LC 8)
Max Uplift 2=-13(LC 9), 6=-12(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1422/74, 3-4=-1249/94, 4-5=-1254/95, 5-6=-1413/75
BOT CHORD 2-10=-6/1192, 8-10=0/807, 6-8=-12/1201
WEBS 4-8=-2/474, 5-8=-293/105, 4-10=-2/466, 3-10=-287/105
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-7-8, Exterior(2) 10-7-8 to 13-7-8 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V1
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133139
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:00 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-ELlYmdCYiYcg97ZoUYHVlcURw8JEULizPes?J9ybMef
Scale = 1:44.2
1
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-0-3
0-0-3
11-8-13
11-8-9
5-10-6
5-10-6
11-8-13
5-10-6
0-0-46-10-20-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.15
0.11
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 49 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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 11-8-6.
(lb) - Max Horz 1=-127(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 6=-113(LC 9), 8=-113(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=309(LC 1), 8=309(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-10-6, Exterior(2) 5-10-6 to 8-10-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb)
6=113, 8=113.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V2
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133140
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:22 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-ba4tN8TLWINYoWF0n9ggeFPCJ0p9eIJCT3B95tybMeJ
Scale = 1:39.6
1
2
3
4
5
8 7 6
9
10 11
12
2x4
4x4
2x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
9-5-2
9-5-2
9-5-6
0-0-3
4-8-11
4-8-11
9-5-6
4-8-11
0-0-45-6-20-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.16
0.13
0.10
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: 41 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-4-15.
(lb) - Max Horz 1=-101(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 7=-236(LC 2), 6=-103(LC 9), 8=-103(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=370(LC 14), 8=370(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 4-8-11, Exterior(2) 4-8-11 to 7-8-11 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
7=236, 6=103, 8=103.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V3
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133141
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:25 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-?9m?0AWDpDm7fzzbSIENFt1jBDr?rg1f91PpiCybMeG
Scale = 1:28.7
1
2
3
42x4
4x4
2x4 1.5x4
7-1-11
7-1-11
7-1-15
0-0-3
3-6-15
3-6-15
7-1-15
3-6-15
0-0-44-2-20-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.18
0.12
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: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=166/7-1-8, 3=166/7-1-8, 4=190/7-1-8
Max Horz 1=-75(LC 7)
Max Uplift 1=-17(LC 9), 3=-17(LC 9)
Max Grav 1=166(LC 1), 3=166(LC 1), 4=199(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V4
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133142
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:27 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-yXumRsXULr0rvH7_ajGrLI63I1YXJarxcLuwm4ybMeE
Scale = 1:17.0
1
2
3
4
2x4
4x4
2x4 1.5x4
0-0-3
0-0-3
4-10-8
4-10-5
2-5-4
2-5-4
4-10-8
2-5-4
0-0-42-10-20-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.08
0.05
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: 16 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=108/4-10-1, 3=108/4-10-1, 4=124/4-10-1
Max Horz 1=-49(LC 7)
Max Uplift 1=-11(LC 9), 3=-11(LC 9)
Max Grav 1=108(LC 1), 3=108(LC 1), 4=130(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V5
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133143
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:29 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-uw?WrYZktSGZ8aHMh7IJQjBQiqD6nUcE4fN1rzybMeC
Scale = 1:10.4
1
2
3
2x4
3x4
2x4
0-0-3
0-0-3
2-7-1
2-6-14
1-3-9
1-3-9
2-7-1
1-3-9
0-0-41-6-20-0-414.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.02
0.04
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=78/2-6-10, 3=78/2-6-10
Max Horz 1=-22(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V6
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133144
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:33 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-mhF1hvcEwhm?dCb8wzNFaZM5_SbYjI7q?GLE_kybMe8
Scale = 1:17.4
1
2
3
5 4
2x4
1.5x4
1.5x4 1.5x4
1.5x4
2-5-8
2-5-8
0-0-42-10-714.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.06
0.01
0.03
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: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-8 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=26/2-5-5, 4=35/2-5-5, 5=99/2-5-5
Max Horz 1=65(LC 6)
Max Uplift 1=-23(LC 7), 4=-25(LC 8), 5=-35(LC 9)
Max Grav 1=55(LC 6), 4=35(LC 1), 5=99(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V7
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133145
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:36 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-BGx9Kxe7Dc8ZUfJjb5wyCC_dPfc?wfyGhEava3ybMe5
Scale = 1:15.4
1
2
3
5 4
2x4
1.5x4
1.5x4 1.5x4
1.5x4
3-9-3
3-9-3
0-0-42-6-28.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.05
0.03
0.03
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: 12 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=38/3-8-13, 4=55/3-8-13, 5=158/3-8-13
Max Horz 1=58(LC 8)
Max Uplift 4=-8(LC 6), 5=-18(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V8
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133146
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:39 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-brcIyyh?WXW8L72HHEUfqqc5YsdE7?AjNCoZBOybMe2
Scale = 1:30.8
1
2
3
5 4
6
2x4
1.5x4
1.5x4
1.5x4
1.5x4
7-3-3
7-3-3
0-0-44-10-28.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.25
0.12
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
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=91/7-2-13, 4=108/7-2-13, 5=332/7-2-13
Max Horz 1=123(LC 8)
Max Uplift 4=-16(LC 6), 5=-38(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-5-12 to 3-7-9, Interior(1) 3-7-9 to 7-1-7 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V9
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133147
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:43 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-UcspoKkWal1aqkM3W4Yb_gmnrUzX3oTIIqmmK9ybMe_
Scale = 1:58.9
1
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
15-8-11
15-8-11
7-10-6
7-10-6
15-8-11
7-10-6
0-0-49-2-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.17
0.16
0.10
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: 63 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud *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 15-8-11.
(lb) - Max Horz 1=-173(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-137(LC 9), 6=-137(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=382(LC 1), 8=434(LC 13), 6=434(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-266/240, 4-6=-266/240
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 7-10-6, Exterior(2) 7-10-6 to 10-10-6 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) 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=137, 6=137.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V10
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133148
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:05 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-bJZRpKGgW4EzGuSlH5tgRfCIE9?g9ciiZwZm_MybMea
Scale = 1:50.5
1
2
3
4
5
8 7 6
9
10 11
12
13 143x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
13-5-5
13-5-5
6-8-10
6-8-10
13-5-5
6-8-10
0-0-47-10-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.18
0.16
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: 52 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud *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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-5-5.
(lb) - Max Horz 1=-147(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-120(LC 9), 6=-120(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=384(LC 1), 8=357(LC 13), 6=357(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 6-8-10, Exterior(2) 6-8-10 to 9-8-10 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) 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=120, 6=120.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V11
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133149
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:08 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-?uEaRMJZp?cY7MAKyDQO3IqoGN2MMzy9FtoQbhybMeX
Scale = 1:42.6
1
2
3
4
5
8 7 6
9
10 11
12
3x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
11-1-14
11-1-14
5-6-15
5-6-15
11-1-14
5-6-15
0-0-46-6-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-S
0.19
0.10
0.09
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: 41 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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 11-1-14.
(lb) - Max Horz 1=-121(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-118(LC 9), 6=-118(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=301(LC 13), 6=301(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-6-15, Exterior(2) 5-6-15 to 8-6-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) 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=118, 6=118.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V12
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
I31133150
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:11 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-QSwi4OLR6w?6_pvveL_5hwSH1a2eZK5bxr04C0ybMeU
Scale = 1:35.1
1
2
3
4
5
6 7
8
2x4
4x4
2x4
1.5x4
8-10-7
8-10-7
4-5-3
4-5-3
8-10-7
4-5-3
0-0-45-2-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.29
0.19
0.07
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: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=209/8-10-7, 3=209/8-10-7, 4=240/8-10-7
Max Horz 1=-95(LC 7)
Max Uplift 1=-22(LC 9), 3=-22(LC 9)
Max Grav 1=209(LC 1), 3=209(LC 1), 4=252(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 4-5-3, Exterior(2) 4-5-3 to 7-5-3 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V13
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133151
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:14 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-q1briPNKPrNhrHeUJUXoJZ4qQo5kmiQ1dpFkpLybMeR
Scale = 1:26.9
1
2
3
42x4
4x4
2x4 1.5x4
0-0-3
0-0-3
6-7-0
6-6-13
3-3-8
3-3-8
6-7-0
3-3-8
0-0-43-10-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.15
0.10
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=151/6-6-9, 3=151/6-6-9, 4=173/6-6-9
Max Horz 1=-68(LC 7)
Max Uplift 1=-16(LC 9), 3=-16(LC 9)
Max Grav 1=151(LC 1), 3=151(LC 1), 4=182(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V14
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133152
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:16 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-mQjb75PaxSdP4bntQvZGO_9CMbn9EcAK47krtDybMeP
Scale = 1:15.4
1
2
3
4
2x4
4x4
2x4 1.5x4
0-0-3
0-0-3
4-3-9
4-3-6
2-1-13
2-1-13
4-3-9
2-1-13
0-0-42-6-10-0-414.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
CSI.
TC
BC
WB
Matrix-P
0.06
0.04
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: 13 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-9 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)1=93/4-3-2, 3=93/4-3-2, 4=107/4-3-2
Max Horz 1=-42(LC 7)
Max Uplift 1=-10(LC 9), 3=-10(LC 9)
Max Grav 1=93(LC 1), 3=93(LC 1), 4=112(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
Job
LAYTON
Truss
V15
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
I31133153
8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 15:43:19 2017 Page 1 84 Lumber0783, Franklin, Indiana
ID:nrlaZ4egUkolVQrgfCHjEwybPFR-B?Pkl7RSDN?_x2WR617z0cnjNop6Ry7mn5yVUYybMeM
Scale = 1:8.7
1
2
3
2x4
3x4
2x4
1-11-15
1-11-15
2-0-2
0-0-3
1-0-1
1-0-1
2-0-2
1-0-1
0-0-41-2-10-0-414.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2006/TPI2002
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: 5 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)1=55/1-11-11, 3=55/1-11-11
Max Horz 1=16(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
September 22,2017
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.