HomeMy WebLinkAbout811 pawnee Rd Truss PacketRe:
IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed
in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific
information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation
of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any
particular building. Before use, the building designer should verify applicability of the design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
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.
Komnick, Chad
IGM 52
Pages or sheets covered by this seal: I27454321 thru I27454406
My license renewal date for the state of Indiana is July 31, 2018.
1600333
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
MiTek USA, Inc.
August 10,2016
Job
1600333
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454321
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:54 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JB7XU?48SXHHE3YvTtgUucVbjRvuD2jSwUo9W?ypYlB
Scale = 1:19.1
1
2
3
5
4
6
5x9
1.5x4
4x4
5-2-2
5-2-2
-1-5-0
1-5-0
5-2-2
5-2-2
0-7-123-1-15.66 12
Plate Offsets (X,Y)-- [5:0-2-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.34
0.27
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.09
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>686
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 23 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, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)5=304/0-4-9, 4=181/Mechanical
Max Horz 5=95(LC 11)
Max Uplift 5=-45(LC 14), 4=-31(LC 14)
Max Grav 5=308(LC 21), 4=197(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-259/160
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
CJ02
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454322
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:54 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JB7XU?48SXHHE3YvTtgUucVc_RxfD2oSwUo9W?ypYlB
Scale = 1:15.8
1
2
3
5
4
6
5x9
1.5x4
4x4
4-1-7
4-1-7
-1-5-0
1-5-0
4-1-7
4-1-7
0-7-122-7-15.66 12
Plate Offsets (X,Y)-- [5:0-2-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.26
0.16
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 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, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)5=266/0-4-9, 4=134/Mechanical
Max Horz 5=79(LC 11)
Max Uplift 5=-42(LC 14), 4=-22(LC 14)
Max Grav 5=268(LC 21), 4=143(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
CJ03
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454323
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:55 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nOhviL4nDrP8rD751bBjRq1ncqITyV8c98Xi2RypYlA
Scale = 1:12.5
1
2
3
5
4
6
5x9
1.5x4
4x4
2-8-7
2-8-7
-1-5-0
1-5-0
2-8-7
2-8-7
0-7-121-11-15.66 12
Plate Offsets (X,Y)-- [5:0-2-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.27
0.06
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 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 2-8-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)5=220/0-4-9, 4=66/Mechanical
Max Horz 5=58(LC 11)
Max Uplift 5=-41(LC 14), 4=-11(LC 11)
Max Grav 5=255(LC 20), 4=68(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.
August 10,2016
Job
1600333
Truss
CJ04
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454324
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:55 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nOhviL4nDrP8rD751bBjRq1ocqG7yVUc98Xi2RypYlA
Scale = 1:10.5
1
2
3
4
8
1.5x4
1.5x4 3x5
4-1-7
4-1-7
-1-5-0
1-5-0
4-1-7
4-1-7
0-3-151-3-92.83 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.21
0.15
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
4-7
4-7
2
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
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)4=144/Mechanical, 2=259/0-8-6
Max Horz 2=35(LC 13)
Max Uplift 4=-17(LC 14), 2=-71(LC 10)
Max Grav 4=152(LC 21), 2=261(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
CJ05
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454325
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:56 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-FaEHvh5P_9X?TNiHbIjy_1azHEeAhyklNoHGatypYl9
Scale = 1:7.4
1
2
3
4
8
5x9
3x5
2-5-10
2-5-10
-1-5-0
1-5-0
2-5-10
2-5-10
0-3-150-10-152.83 12
Plate Offsets (X,Y)-- [3:0-2-6,0-4-11]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.21
0.03
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
7
7
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 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 2-5-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)4=67/Mechanical, 2=204/0-8-6
Max Horz 2=23(LC 13)
Max Uplift 4=-5(LC 14), 2=-70(LC 10)
Max Grav 4=68(LC 21), 2=231(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
G01
Truss Type
Common Girder
Qty
1
Ply
2
IGM 52
Job Reference (optional)
I27454326
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:57 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kmof7161kSfs5XHT80EBWF701ewRQHjvcS0p7KypYl8
Scale = 1:49.6
1
2
3
4
5
9 8 7 6
10
11 12 13 14 15 16 17 18
4x4
1.5x4
3x5
3x5
6x8 4x8
3x5
4x6
4x4
3-9-4
3-9-4
7-3-0
3-5-12
13-4-0
6-1-0
3-9-4
3-9-4
7-3-0
3-5-12
10-1-12
2-10-12
13-4-0
3-2-4
3-7-118-5-114-5-08.00 12
Plate Offsets (X,Y)-- [8:0-3-8,0-4-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.72
0.28
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.01
(loc)
7-8
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 184 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except*
3-7: 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.
REACTIONS.(lb/size)9=3728/0-3-8, 6=2688/0-3-8
Max Horz 9=194(LC 9)
Max Uplift 9=-305(LC 10), 6=-299(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2056/193, 2-3=-1703/208, 3-4=-1972/234, 1-9=-2706/238
BOT CHORD 7-8=-216/1658, 6-7=-118/1101
WEBS 2-8=-167/547, 2-7=-546/106, 3-7=-154/1162, 4-7=-102/690, 1-8=-163/2197,
4-6=-2466/206
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-3-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=305, 6=299.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 998 lb down and 100 lb up at
8-7-12 on top chord, and 965 lb down and 84 lb up at 0-7-12, 960 lb down and 89 lb up at 2-7-12, 960 lb down and 89 lb up at
4-7-12, 960 lb down and 89 lb up at 6-7-12, and 378 lb down and 94 lb up at 10-7-12, and 392 lb down and 90 lb up at 12-7-12 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.
August 10,2016
Job
1600333
Truss
G01
Truss Type
Common Girder
Qty
1
Ply
2
IGM 52
Job Reference (optional)
I27454326
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:29:57 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kmof7161kSfs5XHT80EBWF701ewRQHjvcS0p7KypYl8
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 10=-920(F) 11=-965(F) 12=-960(F) 13=-960(F) 14=-960(F) 16=-302(F) 18=-306(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
1600333
Truss
H01
Truss Type
Hip Girder
Qty
1
Ply
2
IGM 52
Job Reference (optional)
I27454327
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:00 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8LUol28v1N1Ry_?2q8nu8tlbHruTdejLIQFTjfypYl5
Scale = 1:26.5
1
2 3 4
5
8 7 6
15 16 17
18 19 20 21 22 23 24 25 26 27 28
7x10 7x10
3x6 7x10
5x9 1.5x4 5x9
3x6
3-9-0
3-9-0
8-0-0
4-3-0
12-3-0
4-3-0
16-0-0
3-9-0
3-9-0
3-9-0
8-0-0
4-3-0
12-3-0
4-3-0
16-0-0
3-9-0
0-7-123-1-120-7-123-1-128.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-2-13], [2:0-6-8,0-1-12], [4:0-6-8,0-1-12], [5:Edge,0-2-13], [6:0-4-8,0-1-8], [7:0-5-0,0-4-8], [8:0-4-8,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.47
0.52
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.20
0.04
(loc)
6-7
6-7
5
l/defl
>999
>958
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 142 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF Stud
WEDGE
Left: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins,
except
2-0-0 oc purlins (4-5-4 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=4984/0-3-8 (req. 0-3-15), 5=4489/0-3-8
Max Horz 1=-49(LC 31)
Max Uplift 1=-583(LC 10), 5=-443(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6240/645, 2-3=-6832/704, 3-4=-6832/704, 4-5=-6058/622
BOT CHORD 1-8=-553/5116, 7-8=-546/5011, 6-7=-489/4863, 5-6=-493/4957
WEBS 2-8=-158/2009, 2-7=-239/2210, 3-7=-348/182, 4-7=-262/2381, 4-6=-109/1798
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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.
9) WARNING: Required bearing size at joint(s) 1 greater than input bearing size.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=583, 5=443.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H01
Truss Type
Hip Girder
Qty
1
Ply
2
IGM 52
Job Reference (optional)
I27454327
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:00 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8LUol28v1N1Ry_?2q8nu8tlbHruTdejLIQFTjfypYl5
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 61 lb up at 3-9-0, 82 lb down and 59 lb up at 5-9-12,
82 lb down and 59 lb up at 7-9-12, 82 lb down and 59 lb up at 9-9-12, and 78 lb down and 59 lb up at 11-9-12, and 76 lb down and 61 lb up at 12-3-0 on top chord, and
1503 lb down and 275 lb up at 1-0-12, 860 lb down and 54 lb up at 3-0-12, 195 lb down and 58 lb up at 3-9-0, 860 lb down and 66 lb up at 5-0-12, 32 lb down at 5-9-12,
860 lb down and 75 lb up at 7-0-12, 32 lb down at 7-9-12, 860 lb down and 75 lb up at 9-0-12, 32 lb down at 9-9-12, 860 lb down and 75 lb up at 11-0-12, 32 lb down at
11-9-12, 195 lb down and 58 lb up at 12-2-4, and 848 lb down and 76 lb up at 13-0-12, and 849 lb down and 75 lb up at 15-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-4=-60, 4-5=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 8=-195(B) 7=-27(B) 2=-33(B) 3=-33(B) 4=-33(B) 6=-195(B) 15=-33(B) 16=-33(B) 17=-33(B) 18=-1503(F) 19=-860(F) 20=-860(F) 21=-27(B) 22=-860(F)
23=-860(F) 24=-27(B) 25=-860(F) 26=-27(B) 27=-848(F) 28=-849(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
1600333
Truss
H02
Truss Type
Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454328
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:01 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cY2AyO9Xoh9HZ8aFNrI7h5HnhFHMM5lUX4_1G5ypYl4
Scale = 1:36.7
1
2 3 4 5
6
11 10 9 8 7
18 19 20
21 22 23 24 25
4x8
5x9
4x8
4x6 3x5 4x8
5x9
1.5x4
3x5 3x5
4x8
5-0-0
5-0-0
8-11-7
3-11-7
13-0-9
4-1-3
17-0-0
3-11-7
22-0-0
5-0-0
5-0-0
5-0-0
8-11-7
3-11-7
13-0-9
4-1-3
17-0-0
3-11-7
22-0-0
5-0-0
0-7-123-11-120-7-123-11-128.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [2:0-6-12,0-2-0], [5:0-6-12,0-2-0], [6:0-0-0,0-0-4]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.43
0.35
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.18
0.05
(loc)
8-9
8-9
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 100 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except
2-0-0 oc purlins (3-6-12 max.): 2-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=1521/0-3-8, 6=1523/Mechanical
Max Horz 1=-65(LC 6)
Max Uplift 1=-254(LC 10), 6=-255(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2187/374, 2-3=-2320/424, 3-4=-2320/424, 4-5=-1707/343, 5-6=-2186/373
BOT CHORD 1-11=-332/1741, 9-11=-333/1729, 8-9=-422/2329, 7-8=-422/2329, 6-7=-271/1740
WEBS 2-11=0/321, 2-9=-195/851, 3-9=-403/203, 4-8=0/261, 4-7=-880/206, 5-7=-82/837
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=254, 6=255.
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) 98 lb down and 85 lb up at
5-0-0, 105 lb down and 83 lb up at 7-0-12, 105 lb down and 83 lb up at 9-0-12, 105 lb down and 83 lb up at 11-0-12, 105 lb down
and 83 lb up at 13-0-12, and 105 lb down and 83 lb up at 15-0-12, and 98 lb down and 85 lb up at 17-0-0 on top chord, and 252 lb
down and 84 lb up at 3-0-12, 50 lb down at 5-0-12, 50 lb down at 7-0-12, 50 lb down at 9-0-12, 50 lb down at 11-0-12, 50 lb
down at 13-0-12, 50 lb down at 15-0-12, and 50 lb down at 16-11-4, and 252 lb down and 84 lb up at 18-11-4 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
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.
August 10,2016
Job
1600333
Truss
H02
Truss Type
Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454328
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:01 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cY2AyO9Xoh9HZ8aFNrI7h5HnhFHMM5lUX4_1G5ypYl4
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-5=-60, 5-6=-60, 12-15=-20
Concentrated Loads (lb)
Vert: 5=-70(B) 11=-42(B) 9=-42(B) 2=-70(B) 3=-70(B) 8=-42(B) 7=-42(B) 4=-70(B) 18=-70(B) 19=-70(B) 20=-70(B) 21=-252(B) 22=-42(B) 23=-42(B) 24=-42(B)
25=-252(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
1600333
Truss
H03
Truss Type
Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454329
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:02 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4kcYAkAAZ?I8BI9RxZqMDIq_4faO5fIemkkaoXypYl3
Scale = 1:37.1
1
2 3
4
7 6 5
6x8 6x8
3x5 1.5x4 3x5 4x8 4x8
7-0-0
7-0-0
15-0-0
8-0-0
22-0-0
7-0-0
7-0-0
7-0-0
15-0-0
8-0-0
22-0-0
7-0-0
0-7-125-3-120-7-125-3-128.00 12
Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [2:0-4-0,0-1-9], [3:0-4-0,0-1-9], [4:0-3-6,0-0-9]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.32
0.49
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.26
0.04
(loc)
5-7
5-7
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
2-3: 2x6 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
2-5: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud, Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-5
REACTIONS.(lb/size)1=880/0-3-8, 4=880/Mechanical
Max Horz 1=90(LC 11)
Max Uplift 1=-34(LC 12), 4=-34(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1194/154, 2-3=-900/183, 3-4=-1195/154
BOT CHORD 1-7=-50/904, 5-7=-52/900, 4-5=-47/905
WEBS 2-7=0/312, 3-5=0/312
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H04
Truss Type
Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454330
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:02 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4kcYAkAAZ?I8BI9RxZqMDIq0ZfZm5enemkkaoXypYl3
Scale = 1:42.7
1
2
3 4
5
6
9 8 7
5x9
5x9
3x5 4x8
1.5x4
3x5
1.5x4
4x8 4x8
9-0-0
9-0-0
13-0-0
4-0-0
22-0-0
9-0-0
4-7-12
4-7-12
9-0-0
4-4-4
13-0-0
4-0-0
17-4-4
4-4-4
22-0-0
4-7-12
0-7-126-7-120-7-126-7-128.00 12
Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [3:0-6-12,0-2-0], [4:0-6-12,0-2-0], [6:0-3-6,0-0-9]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.16
0.53
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.30
0.03
(loc)
7-15
7-15
6
l/defl
>999
>883
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
4-9: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud, Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)1=880/0-3-8, 6=880/Mechanical
Max Horz 1=-117(LC 8)
Max Uplift 1=-46(LC 12), 6=-46(LC 13)
Max Grav 1=880(LC 2), 6=880(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1209/181, 2-3=-998/165, 3-4=-758/170, 4-5=-998/165, 5-6=-1209/181
BOT CHORD 1-9=-100/951, 7-9=0/758, 6-7=-91/951
WEBS 2-9=-258/136, 3-9=0/319, 4-7=-10/319, 5-7=-259/136
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H05
Truss Type
Half Hip Girder
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454331
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:03 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-YwAwN4BoKIQ?pSkdVGLbmWNC2306q6En_OT8KzypYl2
Scale: 3/4"=1’
1
2
3 4
6 5
1.5x4
1.5x4
3x5
5x9
3x6
3-0-0
3-0-0
5-0-0
2-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
5-0-0
2-0-0
0-7-122-7-128.00 12
Plate Offsets (X,Y)-- [3:0-7-4,0-2-4]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.11
0.07
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
9
6-9
2
l/defl
>999
>999
n/a
L/d
240
180
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
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)5=272/Mechanical, 2=319/0-3-8
Max Horz 2=75(LC 9)
Max Uplift 5=-64(LC 7), 2=-54(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-255/47
WEBS 3-5=-255/68
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 5, 2.
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) 63 lb down and 47 lb up at
3-0-0 on top chord, and 131 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-7=-20
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H05
Truss Type
Half Hip Girder
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454331
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:03 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-YwAwN4BoKIQ?pSkdVGLbmWNC2306q6En_OT8KzypYl2
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=-131(F) 3=-12(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
1600333
Truss
H06
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454332
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:04 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-06jJbQBQ5cYsQcJq3_sqIjvI_TLuZTawD2DhsQypYl1
Scale = 1:24.8
1
2
3 4 5
8 7
6
12 13 14 15
16 17 18 19 20
3x5 3x5
3x5
5x9
1.5x4
4x8
3x5
4-0-0
4-0-0
8-10-0
4-10-0
13-11-8
5-1-8
-1-0-0
1-0-0
4-0-0
4-0-0
8-10-0
4-10-0
13-11-8
5-1-8
0-7-123-3-128.00 12
Plate Offsets (X,Y)-- [3:0-6-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.42
0.17
0.46
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.06
0.01
(loc)
7
7-8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 64 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-7-6 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)6=776/0-3-8, 2=886/0-3-8
Max Horz 2=93(LC 9)
Max Uplift 6=-150(LC 7), 2=-155(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1079/174, 3-4=-947/176, 4-5=-947/176, 5-6=-698/175
BOT CHORD 2-8=-194/840, 7-8=-196/830
WEBS 3-8=0/252, 4-7=-454/223, 5-7=-208/1063
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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)
6=150, 2=155.
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) 81 lb down and 67 lb up at
4-0-0, 87 lb down and 65 lb up at 6-0-12, 87 lb down and 65 lb up at 8-0-12, and 87 lb down and 65 lb up at 10-0-12, and 87 lb
down and 65 lb up at 12-0-12 on top chord, and 147 lb down and 61 lb up at 2-0-12, 33 lb down at 4-0-12, 33 lb down at 6-0-12,
33 lb down at 8-0-12, and 33 lb down at 10-0-12, and 33 lb down at 12-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
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.
August 10,2016
Job
1600333
Truss
H06
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454332
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:04 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-06jJbQBQ5cYsQcJq3_sqIjvI_TLuZTawD2DhsQypYl1
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 8=-29(F) 3=-41(F) 12=-41(F) 13=-41(F) 14=-41(F) 15=-41(F) 16=-147(F) 17=-29(F) 18=-29(F) 19=-29(F) 20=-29(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
1600333
Truss
H07
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454333
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:05 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-VJHhomC2swgj2lu0chN3rxSNqscjI_y4SiyEPsypYl0
Scale = 1:29.3
1
2
3 4
6
5
4x6
1.5x4
3x5
5x9
4x8
6-0-0
6-0-0
13-11-8
7-11-8
-1-0-0
1-0-0
6-0-0
6-0-0
13-11-8
7-11-8
0-7-124-7-128.00 12
Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [3:0-6-4,0-2-4], [4:Edge,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.80
0.45
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.26
0.01
(loc)
5-6
5-6
5
l/defl
>999
>649
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 54 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-5: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-5
REACTIONS.(lb/size)5=550/0-3-8, 2=615/0-3-8
Max Horz 2=134(LC 11)
Max Uplift 5=-71(LC 9), 2=-47(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-684/102
BOT CHORD 2-6=-87/501, 5-6=-91/496
WEBS 3-6=0/309, 3-5=-501/77
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 5, 2.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H08
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454334
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:06 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zVr306DgdDoagvTCAPuIO8?buGzI1LKDgMioxIypYl?
Scale = 1:37.9
1
2
3 4
6 5
10
3x5
1.5x4 3x5
7x12 MT18HS
5x9
8-0-0
8-0-0
13-11-0
5-11-0
-1-0-0
1-0-0
8-0-0
8-0-0
13-11-0
5-11-0
0-7-125-11-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-8-8,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.52
0.43
0.63
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.10
-0.23
0.03
(loc)
6-9
6-9
2
l/defl
>999
>716
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 57 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
3-5: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)5=549/0-3-0, 2=613/0-3-8
Max Horz 2=174(LC 11)
Max Uplift 5=-72(LC 9), 2=-52(LC 12)
Max Grav 5=549(LC 2), 2=613(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-589/95
BOT CHORD 2-6=-82/417, 5-6=-84/410
WEBS 3-6=0/319, 3-5=-550/86
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H09
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454335
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:06 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zVr306DgdDoagvTCAPuIO8?cZGxF1RWDgMioxIypYl?
Scale = 1:44.2
1
2
3
4 5
7 6
5x9
3x5
1.5x4
4x8
4x4
5x9
10-0-0
10-0-0
13-11-0
3-11-0
-1-0-0
1-0-0
5-1-12
5-1-12
10-0-0
4-10-4
13-11-0
3-11-0
0-7-127-3-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-6-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.48
0.56
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.43
0.03
(loc)
7-10
7-10
2
l/defl
>965
>380
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
5-7: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8
Max Horz 2=213(LC 11)
Max Uplift 6=-73(LC 9), 2=-52(LC 12)
Max Grav 6=549(LC 1), 2=613(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-627/125, 3-4=-391/102, 4-5=-281/123, 5-6=-541/103
BOT CHORD 2-7=-114/510
WEBS 3-7=-319/154, 5-7=-56/507
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 6, 2.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H10
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454336
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:07 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RhPRDSEIOXwRH31Ok6PXwMXqBgLpmqhNv0RLTlypYl_
Scale = 1:50.6
1
2
3
4 5
8 7 6
5x9
3x5
3x7
1.5x4 3x5
3x5
4x8
6-1-12
6-1-12
12-0-0
5-10-4
13-11-0
1-11-0
-1-0-0
1-0-0
6-1-12
6-1-12
12-0-0
5-10-4
13-11-0
1-11-0
0-7-128-7-128.00 12
Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [4:0-6-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.30
0.28
0.50
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.07
0.01
(loc)
8-11
8-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 77 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*
3-8,3-7: 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 4-6
REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8
Max Horz 2=252(LC 11)
Max Uplift 6=-85(LC 12), 2=-45(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-663/89, 3-4=-284/111
BOT CHORD 2-8=-97/520, 7-8=-97/520
WEBS 3-8=0/251, 3-7=-475/151, 4-7=-92/410, 4-6=-552/101
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 6, 2.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H11
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454337
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:08 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-vuzpQnFw9r2IvDcbIqwmTZ42o4kjVOAW8gBu_BypYkz
Scale = 1:12.7
1
2
3 4
6 5
1.5x4
1.5x4
3x5
5x9
3x6
2-0-0
2-0-0
4-0-0
2-0-0
-1-0-0
1-0-0
2-0-0
2-0-0
4-0-0
2-0-0
0-7-121-11-128.00 12
Plate Offsets (X,Y)-- [3:0-7-4,0-2-4]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.11
0.05
0.03
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: 17 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)5=167/Mechanical, 2=244/0-3-8
Max Horz 2=56(LC 9)
Max Uplift 5=-41(LC 7), 2=-47(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
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) 47 lb down and 28 lb up at
2-0-0 on top chord, and 43 lb down and 31 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-43(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.
August 10,2016
Job
1600333
Truss
H12
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454338
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:47:40 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-NFxE92DzRl1P67ZQSuMAr9elF8jl_6gM2K0YwCypYUX
Scale = 1:15.6
1
2
3 4
6 5
10
11 12
13
3x6
4x4
3x5
1.5x4
4x4
3-0-0
3-0-0
7-0-0
4-0-0
7-0-4
0-0-4
-1-0-0
1-0-0
3-0-0
3-0-0
7-0-0
4-0-0
0-3-151-3-154.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-M)
0.44
0.31
0.29
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.04
0.01
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 23 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 Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc
purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)5=356/Mechanical, 2=435/0-3-8 (min. 0-1-8)
Max Horz 2=39(LC 11)
Max Uplift 5=-44(LC 8), 2=-85(LC 8)
Max Grav 5=428(LC 31), 2=527(LC 32)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-808/79, 3-10=-798/82
BOT CHORD 2-6=-79/758, 6-13=-82/727, 5-13=-82/727
WEBS 3-5=-752/83
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5 and 85 lb uplift at joint
2.
11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 27 lb up at 3-0-0,
and 40 lb down and 27 lb up at 5-0-12 on top chord, and 142 lb down and 45 lb up at 3-0-0, and 18 lb down at 5-0-12 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
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.
August 10,2016
Job
1600333
Truss
H12
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454338
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:47:40 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-NFxE92DzRl1P67ZQSuMAr9elF8jl_6gM2K0YwCypYUX
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-142(F) 3=-12(F) 12=-12(F) 13=-18(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
1600333
Truss
H13
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454339
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:48:04 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gsOJBFW0n72??pP1swoopDesvpucc0TuZ3qqmpypYU9
Scale = 1:15.5
1
2
3 4
6 5
3x6
3x5
1.5x4
3x5
4x4
5-0-0
5-0-0
7-0-0
2-0-0
7-0-2
0-0-2
-1-0-0
1-0-0
5-0-0
5-0-0
7-0-0
2-0-0
0-3-151-11-154.00 12
Plate Offsets (X,Y)-- [2:0-2-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-S)
0.39
0.42
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.07
0.00
(loc)
6-9
6-9
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 23 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 Sheathed, except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=339/0-3-8 (min. 0-1-8), 5=270/Mechanical
Max Horz 2=61(LC 13)
Max Uplift 2=-65(LC 10), 5=-34(LC 10)
Max Grav 2=475(LC 34), 5=284(LC 34)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-390/71
BOT CHORD 2-6=-39/320, 5-6=-40/306
WEBS 3-5=-415/90
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 34 lb uplift at joint
5.
11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H14
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454340
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:10 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-rG5arTGBhSI08XmzPEzEY_9HhtI6zFCpbzg?33ypYkx
Scale = 1:16.9
1
2
3 4
6 5
1.5x4
3x5 1.5x4
3x5
4x4
5-10-0
5-10-0
8-0-0
2-2-0
-1-0-0
1-0-0
5-10-0
5-10-0
8-0-0
2-2-0
0-3-152-3-44.00 12
Plate Offsets (X,Y)-- [2:0-2-10,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.54
0.56
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.13
0.01
(loc)
6-9
6-9
5
l/defl
>999
>724
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, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)2=378/0-3-8, 5=310/Mechanical
Max Horz 2=70(LC 13)
Max Uplift 2=-69(LC 10), 5=-40(LC 10)
Max Grav 2=530(LC 34), 5=332(LC 34)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-444/73
BOT CHORD 2-6=-37/361, 5-6=-39/346
WEBS 3-5=-484/95
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
H15
Truss Type
Half Hip
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454341
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:11 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JTey3pHpRmQtmgLAzyUT5CiUFHibih4yqdPZbWypYkw
Scale = 1:16.9
1
2
3 4
6 5
10
11
1.5x4
4x4
3x5 1.5x4
4x4
3-10-0
3-10-0
8-0-0
4-2-0
-1-0-0
1-0-0
3-10-0
3-10-0
8-0-0
4-2-0
0-3-151-7-44.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.42
0.29
0.22
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.04
0.01
(loc)
6-9
5-6
5
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, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)5=310/Mechanical, 2=378/0-3-8
Max Horz 2=48(LC 13)
Max Uplift 5=-38(LC 10), 2=-71(LC 10)
Max Grav 5=387(LC 33), 2=483(LC 34)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-570/116
BOT CHORD 2-6=-88/509, 5-6=-92/498
WEBS 3-5=-524/118
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
H16
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454342
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:12 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nfCKG9IRC3YkOqwMXf?idPEhEh1qR3263H967yypYkv
Scale = 1:16.9
1
2
3 4 5
8 7 6
12 13
14 15
1.5x4
3x5
1.5x4 8x12
4x4
4x8
1-10-0
1-10-0
4-9-4
2-11-4
8-0-0
3-2-12
-1-0-0
1-0-0
1-10-0
1-10-0
4-9-4
2-11-4
8-0-0
3-2-12
0-3-150-11-44.00 12
Plate Offsets (X,Y)-- [5:0-2-0,0-2-0], [7:0-6-0,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.28
0.35
0.55
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.09
0.01
(loc)
7
7-8
6
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 5-11-1 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-11-6 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)6=326/Mechanical, 2=417/0-3-8
Max Horz 2=26(LC 11)
Max Uplift 6=-41(LC 9), 2=-89(LC 8)
Max Grav 6=447(LC 31), 2=449(LC 32)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1003/106, 3-4=-1259/127, 4-5=-1259/127, 5-6=-399/54
BOT CHORD 2-8=-104/947, 7-8=-106/925
WEBS 3-7=-37/343, 4-7=-303/78, 5-7=-126/1287
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
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) 14 lb down and 10 lb up at
1-10-0, and 14 lb down and 10 lb up at 3-10-12, and 14 lb down and 10 lb up at 5-10-12 on top chord, and 45 lb down and 37 lb
up at 1-10-0, and 5 lb down and 12 lb up at 3-10-12, and 5 lb down and 12 lb up at 5-10-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
H16
Truss Type
Half Hip Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454342
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:12 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-nfCKG9IRC3YkOqwMXf?idPEhEh1qR3263H967yypYkv
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 8=-45(B) 14=-5(B) 15=-5(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
1600333
Truss
J01
Truss Type
Jack-Open
Qty
6
Ply
1
IGM 52
Job Reference (optional)
I27454343
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:13 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GrmiUVI3zNgb?_VY4NWxAdnuz5RpAexFHxufgOypYku
Scale = 1:18.7
1
2
3
4
3x6
3-9-0
3-9-0
-1-0-0
1-0-0
3-9-0
3-9-0
0-7-123-1-122-8-93-1-128.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.15
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.01
(loc)
4-7
4-7
3
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
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)3=93/Mechanical, 4=47/Mechanical, 2=216/0-3-8
Max Horz 2=92(LC 12)
Max Uplift 3=-52(LC 12), 2=-7(LC 12)
Max Grav 3=97(LC 20), 4=68(LC 5), 2=216(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 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.
August 10,2016
Job
1600333
Truss
J02
Truss Type
Jack-Open
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454344
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:13 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GrmiUVI3zNgb?_VY4NWxAdns15PIAexFHxufgOypYku
Scale = 1:22.8
1
2
3
44x8
5-0-0
5-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
0-7-123-11-123-6-93-11-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.27
0.21
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.03
-0.07
0.02
(loc)
4-7
4-7
3
l/defl
>999
>800
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
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)3=130/Mechanical, 4=62/Mechanical, 2=264/0-3-8
Max Horz 2=117(LC 12)
Max Uplift 3=-72(LC 12), 2=-4(LC 12)
Max Grav 3=135(LC 20), 4=90(LC 5), 2=264(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 2.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
J03
Truss Type
Jack-Open
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454345
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:14 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-k2K4hrJhkhoRd84le41AiqK4VVmkv5BPWbeDCrypYkt
Scale = 1:16.2
1
2
3
4
3x6
3-0-0
3-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
0-7-122-7-122-2-92-7-128.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.10
0.07
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
4-7
4-7
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 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)3=72/Mechanical, 4=36/Mechanical, 2=188/0-3-8
Max Horz 2=76(LC 12)
Max Uplift 3=-41(LC 12), 2=-9(LC 12)
Max Grav 3=75(LC 20), 4=53(LC 5), 2=188(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 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.
August 10,2016
Job
1600333
Truss
J04
Truss Type
Jack-Open
Qty
5
Ply
1
IGM 52
Job Reference (optional)
I27454346
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:14 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-k2K4hrJhkhoRd84le41AiqK3TVmrv5BPWbeDCrypYkt
Scale = 1:19.5
1
2
3
4
3x6
4-0-0
4-0-0
-1-0-0
1-0-0
4-0-0
4-0-0
0-7-123-3-122-10-93-3-128.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.17
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.01
(loc)
4-7
4-7
3
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
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)3=101/Mechanical, 4=49/Mechanical, 2=225/0-3-8
Max Horz 2=97(LC 12)
Max Uplift 3=-56(LC 12), 2=-6(LC 12)
Max Grav 3=105(LC 20), 4=72(LC 5), 2=225(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 2.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
J05
Truss Type
Jack-Open
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454347
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:15 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CEuTuBKJV_wIFIfxCoYPF2sFEu7XeYRYlFNmkHypYks
Scale = 1:12.9
1
2
3
43x6
2-0-0
2-0-0
-1-0-0
1-0-0
2-0-0
2-0-0
0-7-121-11-121-6-91-11-128.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.10
0.03
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
7
7
3
l/defl
>999
>999
n/a
L/d
240
180
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
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)4=21/Mechanical, 2=155/0-3-8, 3=44/Mechanical
Max Horz 2=57(LC 12)
Max Uplift 2=-12(LC 12), 3=-27(LC 12)
Max Grav 4=34(LC 5), 2=165(LC 18), 3=46(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) 2, 3.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
J06
Truss Type
Jack-Partial
Qty
6
Ply
1
IGM 52
Job Reference (optional)
I27454348
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:15 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CEuTuBKJV_wIFIfxCoYPF2sAAu0ZeVQYlFNmkHypYks
Scale = 1:17.6
1
2
3
6
10
4
5
3x7
3x5
1.5x4
8-0-0
8-0-0
-1-0-0
1-0-0
4-3-2
4-3-2
8-0-0
3-8-14
0-3-152-11-152-7-122-11-154.00 12
Plate Offsets (X,Y)-- [2:0-0-2,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.42
0.48
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.29
0.01
(loc)
6-9
6-9
5
l/defl
>867
>324
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.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)4=86/Mechanical, 2=381/0-3-8, 5=227/Mechanical
Max Horz 2=93(LC 10)
Max Uplift 4=-44(LC 10), 2=-60(LC 10), 5=-8(LC 14)
Max Grav 4=110(LC 21), 2=390(LC 21), 5=239(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-519/133
BOT CHORD 2-6=-197/493
WEBS 3-6=-526/210
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
J07
Truss Type
Jack-Open
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454349
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:16 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gQSr6XLyGI29tSE7mV4eoFPQ4ISCN?hh_v7KGjypYkr
Scale = 1:9.4
1
2
8
3
43x5
3-0-0
3-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
0-3-151-3-150-11-121-3-154.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.09
0.07
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
7
4-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 8 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 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)3=70/Mechanical, 2=188/0-3-8, 4=38/Mechanical
Max Horz 2=43(LC 10)
Max Uplift 3=-23(LC 14), 2=-47(LC 10)
Max Grav 3=72(LC 21), 2=188(LC 21), 4=51(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.
August 10,2016
Job
1600333
Truss
J08
Truss Type
Jack-Open
Qty
3
Ply
1
IGM 52
Job Reference (optional)
I27454350
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:16 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gQSr6XLyGI29tSE7mV4eoFPQ4IT0N?hh_v7KGjypYkr
Scale = 1:7.5
1
2
3
4
3x5
1-10-0
1-10-0
-1-0-0
1-0-0
1-10-0
1-10-0
0-3-150-11-40-7-10-11-44.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.09
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
7
7
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 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 1-10-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)3=36/Mechanical, 2=149/0-3-8, 4=20/Mechanical
Max Horz 2=32(LC 10)
Max Uplift 3=-11(LC 14), 2=-47(LC 10)
Max Grav 3=36(LC 1), 2=164(LC 20), 4=29(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.
August 10,2016
Job
1600333
Truss
J09
Truss Type
Jack-Partial Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454351
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:17 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8d0DJsMa1cA0UboJJDbtKTyY5iiG6JlrCZstpAypYkq
Scale = 1:18.5
1
2
3
4
6 5
9
10 11 12
1.5x4
4x6
4x4
3x6
3x5
4-3-2
4-3-2
8-0-0
3-8-14
-1-0-0
1-0-0
4-3-2
4-3-2
8-0-0
3-8-14
0-3-152-11-154.00 12
Plate Offsets (X,Y)-- [2:0-3-6,0-0-1], [6:0-4-4,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-MSH
0.27
0.47
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.08
0.01
(loc)
6-8
6-8
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 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.
REACTIONS.(lb/size)2=980/0-3-8, 5=1122/Mechanical
Max Horz 2=93(LC 30)
Max Uplift 2=-145(LC 8), 5=-171(LC 12)
Max Grav 2=989(LC 19), 5=1149(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1681/189
BOT CHORD 2-6=-230/1590, 5-6=-230/1590
WEBS 3-6=-61/846, 3-5=-1701/246
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=145, 5=171.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 48 lb up at
7-10-4 on top chord, and 427 lb down and 61 lb up at 1-10-12, 367 lb down and 58 lb up at 3-10-12, and 312 lb down and 60 lb up
at 5-10-12, and 229 lb down and 17 lb up at 7-10-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 2-5=-20
Continued on page 2
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
J09
Truss Type
Jack-Partial Girder
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454351
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:17 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8d0DJsMa1cA0UboJJDbtKTyY5iiG6JlrCZstpAypYkq
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 4=-81(F) 5=-229(F) 10=-427(F) 11=-367(F) 12=-312(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
1600333
Truss
M01
Truss Type
Monopitch
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454352
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:18 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-cpabXCMCovJt6lNWtw66tgUhR63irtF_RDcQLcypYkp
Scale = 1:55.7
1
2
3
4
5
7 6
3x5
4x4
1.5x4
3x7
3x5
4x8
6-11-8
6-11-8
13-11-0
6-11-8
-1-0-0
1-0-0
6-11-8
6-11-8
13-11-0
6-11-8
0-7-129-11-18.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.42
0.39
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.13
0.01
(loc)
6-7
6-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 62 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*
3-7: 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 3-6
REACTIONS.(lb/size)6=549/0-3-0, 2=613/0-3-8
Max Horz 2=286(LC 11)
Max Uplift 6=-118(LC 12), 2=-35(LC 12)
Max Grav 6=581(LC 20), 2=613(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-643/89
BOT CHORD 2-7=-95/501, 6-7=-95/501
WEBS 3-7=0/309, 3-6=-574/175
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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 except (jt=lb)
6=118.
7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
M02
Truss Type
MONOPITCH
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454353
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:51:35 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-_Se4UP3N5yd3pE1ajk4HsjttrtpMYGay4OSUf5ypYQs
Scale = 1:87.4
1
2
3
4
5 6 7
15 14
13
12 11 10 9 8
17 16 18
19 20
3x7
6x8
3x5
1.5x4
4x6
3x5 4x4
3x5
3x5
5x9 3x5
5x9
3x5
5x9
4x8
4x8 3x5
2-7-8
2-7-8
10-6-12
7-11-4
18-6-6
7-11-10
24-1-15
5-7-9
30-1-0
5-11-1
2-7-8
2-7-8
10-6-12
7-11-4
18-6-1
7-11-4
18-6-6
0-0-5
24-1-15
5-7-9
30-1-0
5-11-1
1-7-1214-0-012-6-010-1-121-6-014-0-08.00 12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [5:0-6-12,0-2-0], [13:0-6-0,Edge], [16:0-2-8,0-2-0], [17:0-2-8,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-S)
0.57
0.72
0.82
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.36
0.12
(loc)
12-13
12-13
18
l/defl
>999
>995
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 189 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
2-14: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
4-12,1-15,13-15,1-13,9-16,6-16: 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-12, 4-10, 5-9, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=1192/0-3-8 (min. 0-1-14), 18=1168/0-3-8 (min. 0-1-15)
Max Horz 15=384(LC 9)
Max Uplift 15=-70(LC 12), 18=-162(LC 9)
Max Grav 15=1192(LC 1), 18=1228(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2524/397, 2-3=-1643/186, 3-4=-1542/210, 4-5=-1006/230, 5-6=-505/213,
7-16=-106/1098, 1-15=-1235/187
BOT CHORD 2-13=-216/427, 12-13=-618/2447, 11-12=-244/1417, 10-11=-244/1417, 10-19=-178/789,
9-19=-178/789
WEBS 2-12=-1046/388, 4-12=0/433, 4-10=-824/236, 5-9=-674/122, 5-10=-72/777,
13-15=-409/265, 1-13=-335/2050, 9-16=-179/893, 6-16=-520/249
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 15 and 162 lb uplift at
joint 18.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
M03
Truss Type
Monopitch
Qty
4
Ply
1
IGM 52
Job Reference (optional)
I27454354
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:52:27 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-TSnkOBi?rxBh2E0amf0Tzh1mjqZWjnSc2U2EV4ypYQ2
Scale = 1:87.4
1
2
3
4
5 6 7
15 14
13
12 11 10 9 8
17 16 18
19 20
3x7
6x8
3x5
1.5x4
4x6
3x5 4x4
3x5
3x5
5x9 3x5
5x9
3x5
5x9
4x8
4x8 3x5
2-7-8
2-7-8
10-6-12
7-11-4
18-6-6
7-11-10
24-1-15
5-7-9
30-1-0
5-11-1
2-7-8
2-7-8
10-6-12
7-11-4
18-6-1
7-11-4
18-6-6
0-0-5
24-1-15
5-7-9
30-1-0
5-11-1
1-7-1214-0-012-6-010-1-121-6-014-0-08.00 12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12], [5:0-6-12,0-2-0], [13:0-6-0,Edge], [16:0-2-8,0-2-0], [17:0-2-8,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-S)
0.57
0.72
0.82
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.36
0.12
(loc)
12-13
12-13
18
l/defl
>999
>995
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 189 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
2-14: 2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except*
4-12,1-15,13-15,1-13,9-16,6-16: 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-12, 4-10, 5-9, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)15=1192/0-3-8 (min. 0-1-14), 18=1168/0-3-8 (min. 0-1-15)
Max Horz 15=384(LC 9)
Max Uplift 15=-70(LC 12), 18=-162(LC 9)
Max Grav 15=1192(LC 1), 18=1228(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2524/397, 2-3=-1643/186, 3-4=-1542/210, 4-5=-1006/230, 5-6=-505/213,
7-16=-106/1098, 1-15=-1235/187
BOT CHORD 2-13=-216/427, 12-13=-618/2447, 11-12=-244/1417, 10-11=-244/1417, 10-19=-178/789,
9-19=-178/789
WEBS 2-12=-1046/388, 4-12=0/433, 4-10=-824/236, 5-9=-674/122, 5-10=-72/777,
13-15=-409/265, 1-13=-335/2050, 9-16=-179/893, 6-16=-520/249
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 15 and 162 lb uplift at
joint 18.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
M04
Truss Type
Monopitch
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454355
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:21 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1OFk9EP45qhSzD65Y2fpVJ6C?J1k27MR7Bq5yxypYkm
Scale = 1:79.8
1
2
3
4
5
6 7 8
15 14 13 12
11
10 9
16
17 18 19
5x9
1.5x4
8x12 1.5x4
5x9
4x4
4x8
3x6
4x4
8-2-0
8-2-0
16-0-8
7-10-8
18-6-1
2-5-9
18-6-6
0-0-5
24-1-15
5-7-9
29-9-8
5-7-9
30-1-0
0-3-8
5-6-8
5-6-8
10-9-8
5-3-0
16-0-8
5-3-0
18-6-1
2-5-9
18-6-6
0-0-5
24-1-15
5-7-9
29-9-8
5-7-9
30-1-0
0-3-8
1-7-1214-0-010-1-1212-2-81-6-014-0-08.00 12
Plate Offsets (X,Y)-- [6:0-6-8,0-1-12], [8:0-2-8,0-0-8], [16:0-2-8,0-0-4]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.40
0.62
0.61
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.40
0.01
(loc)
10-11
10-11
16
l/defl
>999
>896
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 207 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*
2-13,7-16,1-15,2-15: 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 6-8.
BOT CHORD Rigid ceiling directly applied. Except:
1 Row at midpt 5-11
WEBS 1 Row at midpt 4-13, 4-11, 6-10, 7-10, 2-15
REACTIONS.(lb/size)15=1180/0-3-8, 16=1180/0-3-8
Max Horz 15=357(LC 12)
Max Uplift 15=-23(LC 12), 16=-125(LC 9)
Max Grav 15=1180(LC 1), 16=1224(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-261/90, 2-4=-1320/110, 4-5=-1105/146, 5-6=-1092/223, 6-7=-465/92,
1-15=-253/90
BOT CHORD 13-15=-356/1105, 10-11=-164/679
WEBS 11-13=-284/1118, 4-11=-314/152, 6-10=-550/181, 10-16=-171/855, 7-16=-538/100,
2-15=-1259/0, 6-11=-229/948
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x5 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb)
16=125.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
M05
Truss Type
Monopitch Structural Gable
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454356
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:22 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Vap6MaPis8pJbNhH6mA21WfJ9jRIngSaMraeUNypYkl
Scale = 1:70.1Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1 2
3
4
5
8 7 625
4x6
3x5 4x8
3x5
3x5
3x7
5x9
6-8-4
6-8-4
13-4-8
6-8-4
-1-0-0
1-0-0
6-8-4
6-8-4
13-4-8
6-8-4
3-7-1212-6-128.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-8,0-3-0], [5:0-3-14,Edge], [19:0-1-15,0-0-12], [22:0-1-15,0-0-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.63
0.35
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 280 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: 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except*
9-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 4-6
REACTIONS.(lb/size)8=595/0-3-8, 6=520/Mechanical
Max Horz 8=364(LC 9)
Max Uplift 8=-12(LC 12), 6=-147(LC 9)
Max Grav 8=628(LC 21), 6=652(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-491/115, 2-8=-583/129
BOT CHORD 7-8=-337/251, 6-7=-147/369
WEBS 4-6=-509/175, 2-7=-40/385
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb)
6=147.
11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
M06
Truss Type
Monopitch
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454357
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:22 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Vap6MaPis8pJbNhH6mA21WfJ9jRIngSaMraeUNypYkl
Scale = 1:70.1
1 2
3
4
5
8 7 69
4x6
3x5 4x8
3x5
3x5
3x7
3x5
6-8-4
6-8-4
13-4-8
6-8-4
-1-0-0
1-0-0
6-8-4
6-8-4
13-4-8
6-8-4
3-7-1212-6-128.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [5:0-3-14,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.63
0.35
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 80 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: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 4-6
REACTIONS.(lb/size)8=595/0-3-8, 6=520/Mechanical
Max Horz 8=364(LC 9)
Max Uplift 8=-12(LC 12), 6=-147(LC 9)
Max Grav 8=628(LC 21), 6=652(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-491/115, 2-8=-583/129
BOT CHORD 7-8=-337/251, 6-7=-147/369
WEBS 4-6=-509/175, 2-7=-40/385
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb)
6=147.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
M07
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454358
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkhKXBbFRdtp93lZGypYkj
Scale = 1:93.0
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1 2
3
4
5
6
7
8
9
10
11
21 20 19 18 17 16 15 14 13 12222324
3x6
3x6
3x6
4x6
3x5
1.5x4
3x5
1.5x4
3x5
1.5x4
3x5
1.5x4
3x5
1.5x4
3x5
1.5x4
3x5
1.5x4
6x8
5x9
12-2-8
12-2-8
-1-0-0
1-0-0
12-2-8
12-2-8
6-7-014-8-118.00 12
Plate Offsets (X,Y)-- [3:0-4-8,0-3-0], [11:0-0-6,0-1-8], [12:Edge,0-2-0], [20:0-4-0,0-4-8], [21:0-4-4,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.46
0.10
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
1-2
1-2
12
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 359 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP DSS
WEBS 2x4 SPF Stud *Except*
11-12: 2x6 SPF 1650F 1.5E
OTHERS 2x4 SPF No.2 *Except*
3-20: 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.
WEBS 1 Row at midpt 2-21, 11-12, 10-13, 9-14, 8-15, 7-16, 6-17,
5-18
REACTIONS.All bearings 12-2-8.
(lb) - Max Horz 21=420(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19 except
21=-964(LC 10), 12=-254(LC 11), 13=-192(LC 8), 20=-1371(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 12, 15, 18, 19 except 21=1458(LC
31), 13=391(LC 45), 14=286(LC 1), 16=278(LC 1), 17=267(LC 1), 20=1392(LC 40)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-1294/871, 3-4=-256/163
BOT CHORD 20-21=-391/272
WEBS 2-20=-914/1239
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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) 14, 15, 16, 17,
18, 19 except (jt=lb) 21=964, 12=254, 13=192, 20=1371.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 76 lb up at
11-0-12 on top chord, and 1139 lb down and 183 lb up at 1-0-12, 219 lb down and 28 lb up at 3-0-12, 219 lb down and 28 lb up at
5-0-12, 219 lb down and 28 lb up at 7-0-12, and 219 lb down and 28 lb up at 9-0-12, and 220 lb down and 27 lb up at 11-0-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
M07
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454358
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 2 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkhKXBbFRdtp93lZGypYkj
NOTES-
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-11=-60, 12-21=-20
Concentrated Loads (lb)
Vert: 13=-220(B) 10=-52(B) 16=-219(B) 19=-219(B) 22=-1139(B) 23=-219(B) 24=-219(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
1600333
Truss
M08
Truss Type
Monopitch
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454359
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:24 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RzxsnGRzOl31qgrgEBDW6xkjbX8uFZztp93lZGypYkj
Scale = 1:81.9
1 2
3
4
5
8 7 6910
3x6
3x5 3x7
3x5
3x5
4x4
3x5
6-1-4
6-1-4
12-2-8
6-1-4
-1-0-0
1-0-0
6-1-4
6-1-4
12-2-8
6-1-4
6-7-014-8-118.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [5:0-0-6,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.38
0.27
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.09
-0.00
(loc)
6-7
6-7
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 99 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*
5-6: 2x6 SPF 1650F 1.5E, 2-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 4-7, 4-6
REACTIONS.(lb/size)8=545/0-3-8, 6=470/Mechanical
Max Horz 6=423(LC 9)
Max Uplift 8=-36(LC 8), 6=-237(LC 9)
Max Grav 8=718(LC 21), 6=668(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-373/158, 2-8=-620/117
BOT CHORD 6-7=-105/301
WEBS 4-6=-472/192, 2-7=-103/398
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb)
6=237.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
M09
Truss Type
Monopitch
Qty
4
Ply
1
IGM 52
Job Reference (optional)
I27454360
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:53:22 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-M1cXx?MUuq6t8gj8UjVNiHp9D?Qa6roihYsfxOypYPB
Scale = 1:16.8
1
2
3
4
8
3x5
1.5x4 3x5
7-0-3
7-0-3
-1-0-0
1-0-0
7-0-0
7-0-0
0-3-152-7-154.00 12
Plate Offsets (X,Y)-- [2:0-1-6,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-S)
0.61
0.45
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.28
0.00
(loc)
4-7
4-7
2
l/defl
>849
>298
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 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 Sheathed, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=270/Mechanical, 2=339/0-3-8 (min. 0-1-8)
Max Horz 2=81(LC 13)
Max Uplift 4=-38(LC 14), 2=-63(LC 10)
Max Grav 4=296(LC 21), 2=345(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 63 lb uplift at joint
2.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
M10
Truss Type
MONO TRUSS
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454361
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:25 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-v9VF?cSb83BuSqQsnuklf9Hq8wSQ_4v02poI5iypYki
Scale = 1:17.4
1
2
3
4
8
3x5
1.5x4
1.5x4
7-0-0
7-0-0
-1-0-0
1-0-0
7-0-0
7-0-0
0-3-152-7-154.00 12
Plate Offsets (X,Y)-- [2:0-1-6,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.58
0.45
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.28
0.00
(loc)
4-7
4-7
2
l/defl
>849
>298
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 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, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)2=339/0-3-8, 4=270/0-3-8
Max Horz 2=81(LC 13)
Max Uplift 2=-63(LC 10), 4=-38(LC 14)
Max Grav 2=345(LC 21), 4=296(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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, 4.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
M11
Truss Type
Monopitch
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454362
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:53:55 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-uO5?sHmB7zGCclkUw8b6XEgleJe6LmzZHAMvazypYOg
Scale = 1:18.4
1
2
3
4
8
3x5
1.5x4 4x4
8-0-4
8-0-4
-1-0-0
1-0-0
8-0-0
8-0-0
0-3-152-11-154.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix-S)
0.82
0.59
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.47
0.01
(loc)
4-7
4-7
2
l/defl
>579
>202
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 23 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 Sheathed, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=310/Mechanical, 2=378/0-3-8 (min. 0-1-8)
Max Horz 2=92(LC 13)
Max Uplift 4=-44(LC 14), 2=-66(LC 10)
Max Grav 4=345(LC 21), 2=387(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 4 and 66 lb uplift at joint
2.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
PB01
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454363
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:28 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-JkANddUTR_ZSJI8RT0HSHnvN08TsBPOTkn1yi1ypYkf
Scale = 1:65.8Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
2
3
4
5 6
7
8
9
10
11
12
13
14
15
27 26 25 24 23 22 21 20 19 18 17 16
1
28
5x9
3x5
3x5
5x12 MT18HS5x9
17-3-2
17-3-2
17-3-2
17-3-2
11-6-111-4-90-1-88.00 12
Plate Offsets (X,Y)-- [5:0-4-8,0-3-4], [16:0-8-8,0-0-0], [26:0-4-8,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.48
0.40
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
28
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
MT18HS
Weight: 260 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except*
14-17,13-18,12-19,11-20: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 2-27,26-27.
WEBS 1 Row at midpt 15-28, 14-17, 13-18, 12-19
REACTIONS.All bearings 17-3-2.
(lb) - Max Horz 1=332(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except 17=-162(LC 12),
1=-122(LC 10), 16=-200(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 2, 17, 18, 19, 1, 16, 20, 21, 22, 23, 24, 25, 26, 27
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-381/248, 2-3=-297/193, 3-4=-267/172
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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) Bearing at joint(s) 28, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 19, 20, 21,
22, 23, 24, 25, 26, 27 except (jt=lb) 17=162, 1=122, 16=200.
12) 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.
August 10,2016
Job
1600333
Truss
PB02
Truss Type
PIGGYBACK
Qty
8
Ply
1
IGM 52
Job Reference (optional)
I27454364
8.000 s Jan 15 2016 MiTek Industries, Inc. Tue Aug 09 14:58:48 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-plImMTJ_7?BdFneoaALpv1JsJQclVFZhfGqvNVypYK5
Scale = 1:70.2
1
2
3
4
5
6
7
12 11 10 9 8
13
14
3x5
4x6
3x5
3x5 4x6
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
17-6-10
17-6-10
17-6-10
17-6-10
0-4-711-8-70-1-811-6-150-1-88.00 12
Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [7:0-3-14,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.59
0.71
0.19
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
0.01
-0.00
(loc)
1
1
9
l/defl
n/r
n/r
n/a
L/d
120
90
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 *Except*
7-13: 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except*
: 2x4 SPF No.2
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. Except:
6-0-0 oc bracing: 7-13
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-13, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 16-6-3.
(lb) - Max Horz 2=339(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2 except 9=-129(LC 9), 10=-114(LC
12), 11=-116(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 2 except 9=879(LC 20), 10=258(LC
25), 11=508(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-298/190, 3-4=-277/231
WEBS 6-9=-457/153, 4-11=-329/166
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) 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, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 9=129
, 10=114, 11=116.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T01
Truss Type
Common
Qty
3
Ply
1
IGM 52
Job Reference (optional)
I27454365
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:29 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-owklqzV5CIhJwRjd0kphp?ScRYoJwruczRmWETypYke
Scale = 1:46.7
1
2
3
4
5
8 7 61516
3x5 3x5
1.5x4
4x6
3x5
1.5x4
4x8
4x8
7-5-3
7-5-3
14-6-13
7-1-11
22-0-0
7-5-3
5-7-12
5-7-12
11-0-0
5-4-4
16-4-4
5-4-4
22-0-0
5-7-12
0-7-127-11-120-7-128.00 12
Plate Offsets (X,Y)-- [1:0-3-6,0-0-9], [5:0-3-6,0-0-9]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.24
0.45
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.22
0.03
(loc)
6-8
6-8
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 85 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*
2-8,4-6: 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud, Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)1=880/0-3-8, 5=880/Mechanical
Max Horz 1=-142(LC 8)
Max Uplift 1=-55(LC 12), 5=-55(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1209/157, 2-3=-1081/207, 3-4=-1081/207, 4-5=-1209/157
BOT CHORD 1-8=-108/1006, 6-8=-0/674, 5-6=-66/936
WEBS 2-8=-290/174, 3-8=-84/510, 3-6=-84/510, 4-6=-290/174
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T01GE
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454366
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:30 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-G7I82JWkzbpAYbIpaRKwMC_p0xF1fKblC5W3mvypYkd
Scale = 1:31.3
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1
2
3
4
5
6
7
8
9
10
11
12
13
22 21 20 19 18 17 16 15 14
4x4
3x5 4x8
13-8-0
13-8-0
-1-0-0
1-0-0
6-10-0
6-10-0
13-8-0
6-10-0
14-8-0
1-0-0
0-7-125-2-70-7-128.00 12
Plate Offsets (X,Y)-- [2:0-3-6,0-0-9], [12:Edge,0-3-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.13
0.04
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.00
(loc)
13
13
12
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 121 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
WEDGE
Left: 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.
REACTIONS.All bearings 13-8-0.
(lb) - Max Horz 2=-102(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 12, 19, 20, 21, 2, 22, 17, 16, 15,
14
Max Grav All reactions 250 lb or less at joint(s) 12, 18, 19, 20, 21, 2, 22, 17, 16,
15, 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * 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) Solid blocking is required on both sides of the truss at joint(s), 12.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 19, 20, 21, 2,
22, 17, 16, 15, 14.
13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T01SGE
Truss Type
Common Structural Gable
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454367
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:31 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kJsWFfWMkvx1Alt089r9uQXvvLZcNfhvQlFcIMypYkc
Scale = 1:68.3
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)1
2
3
6 5 413
3x5 4x8
3x5
3x5
3x5
3x5
4-2-0
4-2-0
8-4-0
4-2-0
0-3-8
0-3-8
4-2-0
3-10-8
8-4-0
4-2-0
11-5-511-6-116-0-76-2-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.44
0.14
0.56
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.03
0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 201 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*
1-6: 2x6 SPF 1650F 1.5E, 3-4,3-5: 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-5, 1-6
REACTIONS.(lb/size)6=318/0-3-8, 4=318/0-3-8
Max Horz 6=-326(LC 8)
Max Uplift 6=-220(LC 8), 4=-78(LC 9)
Max Grav 6=500(LC 20), 4=440(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-308/237, 1-6=-422/238, 3-4=-413/97
BOT CHORD 5-6=-224/256
WEBS 1-5=-230/426, 2-5=-303/183, 3-5=-116/300
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
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, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
6=220.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T02
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454368
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:32 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CVQuT?X_VD3unvSCisMORd46XlqU68L2fP?AroypYkb
Scale = 1:47.5
1 2 3
4
5 6
12 11 10 9 8 7
133x5
3x6 5x9
1.5x4
3x5
3x5 4x8
1.5x4
3x5
3x5
3x5
4x4
5-5-4
5-5-4
10-7-0
5-1-12
19-1-8
8-6-8
22-0-0
2-10-8
5-5-4
5-5-4
10-7-0
5-1-12
14-10-4
4-3-4
19-1-8
4-3-4
22-0-0
2-10-8
8-3-12-6-122-6-128-3-18.00 12
Plate Offsets (X,Y)-- [3:0-6-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.32
0.48
0.40
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.30
0.03
(loc)
8-9
8-9
7
l/defl
>999
>878
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*
6-7,4-9,4-8,5-8,5-7: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 1-3, 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-12, 3-11
REACTIONS.(lb/size)12=868/0-3-8, 7=868/Mechanical
Max Horz 12=-232(LC 8)
Max Uplift 12=-112(LC 8), 7=-56(LC 13)
Max Grav 12=883(LC 3), 7=868(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-816/158, 1-2=-461/163, 2-3=-461/163, 3-4=-821/175, 4-5=-1206/184
BOT CHORD 9-11=-19/611, 8-9=-46/814, 7-8=-57/958
WEBS 1-11=-109/816, 2-11=-359/142, 3-11=-320/50, 3-9=-21/458, 4-9=-320/142, 4-8=-17/282,
5-7=-1230/104
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
12=112.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T02GE
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454369
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:33 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gi_GgLYcGWBlP31OFatd_rcFy9E?reaCu2kjNEypYka
Scale = 1:52.3Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
12
3
4
5
6
7
8
9
10
11
12
23 22 21 20 19 18 17 16 15 14 13
3x5
3x5
4x4
3x5
4x8
3x5
13-4-0
13-4-0
6-1-0
6-1-0
13-4-0
7-3-0
4-5-08-5-113-7-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.40
0.15
0.21
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
13
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 223 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*
6-18,5-19,7-17: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-18
REACTIONS.All bearings 13-4-0.
(lb) - Max Horz 23=-196(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 17, 16, 15 except 23=-274(LC 8), 13=-310(LC 9),
22=-268(LC 9), 14=-376(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 17, 16, 15 except 23=274(LC 11), 13=371(LC
10), 22=339(LC 10), 14=441(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 12-13=-437/444
WEBS 10-14=-312/298, 11-13=-704/658
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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) 18, 19, 20, 21,
17, 16, 15 except (jt=lb) 23=274, 13=310, 22=268, 14=376.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T03
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454370
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:33 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gi_GgLYcGWBlP31OFatd_rcGb96XrawCu2kjNEypYka
Scale = 1:54.8
1 2 3
4
5 6
11 10 9 8 71213
3x7
3x5 5x9
4x6
1.5x4
3x6 3x6
3x5
4x8
3x5
4x4
8-7-0
8-7-0
14-10-4
6-3-4
22-0-0
7-1-12
4-5-4
4-5-4
8-7-0
4-1-12
14-10-4
6-3-4
21-1-8
6-3-4
22-0-0
0-10-8
9-7-11-2-121-2-129-7-18.00 12
Plate Offsets (X,Y)-- [3:0-6-12,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.36
0.69
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.27
-0.50
0.03
(loc)
9-11
9-11
7
l/defl
>977
>518
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 119 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*
6-7,4-8,5-8,5-7: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 1-3, 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-11, 2-11
REACTIONS.(lb/size)11=868/0-3-8, 7=868/Mechanical
Max Horz 11=-273(LC 8)
Max Uplift 11=-113(LC 8), 7=-55(LC 13)
Max Grav 11=874(LC 3), 7=868(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-510/182, 3-4=-732/168, 4-5=-1132/141
BOT CHORD 9-11=-74/382, 8-9=-27/868, 7-8=-107/767
WEBS 2-11=-743/146, 2-9=-68/522, 4-9=-464/161, 5-7=-1117/271
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
11=113.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T03GE
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454371
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:35 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-c45150Zso8STeMAnN_v53GhdiyxcJaXULMDqR7ypYkY
Scale = 1:67.7
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1
2
3
4 5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
5x9
4x4
3x5
3x5
5x9
24-8-8
24-8-8
16-8-0
16-8-0
24-8-8
8-0-8
0-5-511-6-116-2-58.00 12
Plate Offsets (X,Y)-- [4:0-4-8,0-3-4], [33:0-4-8,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.26
0.07
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
21
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 440 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 No.2 *Except*
9-32,8-33,7-34,6-35,5-36,3-37,2-38,19-22: 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.
WEBS 1 Row at midpt 14-27, 13-28, 12-29, 11-30, 15-26, 16-25,
17-24
REACTIONS.All bearings 24-8-8.
(lb) - Max Horz 1=278(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 21, 1, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 26, 25,
24, 23, 22
Max Grav All reactions 250 lb or less at joint(s) 21, 1, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 26,
25, 24, 23, 22
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-287/236, 2-3=-251/204
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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) 21, 1, 27, 28, 29,
30, 31, 32, 33, 34, 35, 36, 37, 38, 26, 25, 24, 23, 22.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T04
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454372
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:36 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-4GfPIMaUZRaKGWlzxiRKbTEj4MCw2wGea0zN_ZypYkX
Scale = 1:62.6
1 2
3
4 5
11 10 9 8 7 61213
4x4
4x8 6x8
4x8
1.5x4 3x5
4x8
3x5
3x5 4x4
4x4
6-7-0
6-7-0
12-8-0
6-1-0
18-9-0
6-1-0
22-0-0
3-3-0
6-7-0
6-7-0
12-8-0
6-1-0
18-9-0
6-1-0
22-0-0
3-3-0
10-11-12-9-122-9-1210-11-18.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-4-4], [4:0-5-8,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.60
0.39
0.54
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.17
0.02
(loc)
10-11
10-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
1-11,1-10,2-10,3-10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-9-3 max.): 1-2, 4-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-11, 2-10, 3-10
REACTIONS.(lb/size)11=868/0-3-8, 6=868/0-3-8
Max Horz 11=-311(LC 8)
Max Uplift 11=-113(LC 8), 6=-60(LC 13)
Max Grav 11=908(LC 3), 6=868(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-807/169, 1-2=-420/187, 2-3=-594/177, 3-4=-981/143, 4-5=-1003/139,
5-6=-838/104
BOT CHORD 8-10=-20/754, 7-8=-75/964
WEBS 1-10=-98/772, 3-10=-575/164, 3-8=0/310, 4-7=-677/140, 5-7=-133/1247
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) 6 except (jt=lb)
11=113.
7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T05
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454373
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:37 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZTDnWib7KliBugK9UPyZ8hnqqmZtnOFnpgixW?ypYkW
Scale = 1:71.0
1 2 3
4
5 6
12 11 10 9 8 71314
4x6
5x9
6x8
4x8
3x5 4x4 3x5
4x8
3x5
3x5 4x4
4x4
4-7-0
4-7-0
10-8-0
6-1-0
16-9-0
6-1-0
22-0-0
5-3-0
0-6-0
0-6-0
4-7-0
4-1-0
10-8-0
6-1-0
16-9-0
6-1-0
22-0-0
5-3-0
11-11-14-1-1212-3-14-1-1212-3-18.00 12
Plate Offsets (X,Y)-- [2:0-7-4,0-2-4], [3:0-6-4,0-2-4], [5:0-6-0,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.86
0.34
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.15
0.02
(loc)
9-11
9-11
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 137 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
1-2: 2x6 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
6-7,5-9,5-8,6-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-7-8 max.): 2-3, 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-11, 4-11, 1-12
REACTIONS.(lb/size)7=868/0-3-8, 12=868/0-3-8
Max Horz 12=-345(LC 8)
Max Uplift 7=-64(LC 13), 12=-101(LC 8)
Max Grav 7=868(LC 1), 12=929(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-597/235, 2-3=-351/191, 3-4=-485/184, 4-5=-858/147, 5-6=-943/147, 6-7=-816/122,
1-12=-818/181
BOT CHORD 11-12=-201/270, 9-11=-24/685, 8-9=-77/922
WEBS 2-11=-114/864, 4-11=-649/166, 4-9=0/390, 5-9=-343/98, 5-8=-565/135, 6-8=-117/1136
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
12=101.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T06
Truss Type
GABLE
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454374
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:38 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1fn9j2cl53q1VqvM27TohuJ66AxCWxqx1KSU2SypYkV
Scale = 1:62.7
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1
2
3
4
5
6
7
8
9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
4x4
3x5
3x5 3x5
3x5 3x5
5x9
29-9-8
29-9-8
12-6-6
12-6-6
29-9-8
17-3-2
1-7-1210-0-08.00 12
Plate Offsets (X,Y)-- [11:0-2-8,0-1-13], [22:0-4-8,0-3-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.38
0.21
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
25
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 612 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
24-25: 2x4 SPF No.2
OTHERS 2x4 SPF No.2 *Except*
7-42,6-43,5-44,4-45,3-46,2-47: 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.): 11-24.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 24-25, 22-27, 21-28, 20-29, 19-30, 18-31,
17-32, 16-33, 15-34, 14-35, 13-36, 12-38,
10-39, 9-40, 23-26
REACTIONS.All bearings 29-9-8.
(lb) - Max Horz 48=285(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 25, 27, 28, 29, 30, 31, 32, 33, 34,
35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except 48=-254(LC 10),
47=-369(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 25, 27, 28, 29, 30, 31, 32, 33,
34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except 48=433(LC 9),
47=318(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-48=-263/155, 1-2=-313/203
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * 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.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 27, 28, 29,
30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 26 except (jt=lb) 48=254, 47=369.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T07
Truss Type
Piggyback Base
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454375
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:39 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-VrLXxOdNrMyu7_UYcq_1D6sFka8mFFS4G_B1buypYkU
Scale = 1:59.4
1
2
3 4 5 6 7
13 12 11 10 9 814151617
4x6
5x9
4x4 4x8 3x7
6-4-15
6-4-15
12-6-6
6-1-7
21-1-15
8-7-9
30-1-0
8-11-1
6-4-15
6-4-15
12-6-6
6-1-7
18-3-7
5-9-1
24-0-7
5-9-1
30-1-0
6-0-9
1-7-1210-0-00-3-810-0-08.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-6-12,0-2-0], [7:Edge,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.45
0.83
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.43
0.04
(loc)
8-9
8-9
8
l/defl
>999
>837
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 164 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*
2-12,1-13,1-12: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-9-13 max.): 3-7.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 7-8, 2-11, 4-11, 4-9, 5-8
REACTIONS.(lb/size)13=1192/0-3-8, 8=1192/0-3-8
Max Horz 13=285(LC 11)
Max Uplift 13=-57(LC 12), 8=-160(LC 9)
Max Grav 13=1192(LC 1), 8=1259(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1418/189, 2-3=-1212/235, 3-4=-918/237, 4-5=-830/209, 1-13=-1126/163
BOT CHORD 12-13=-273/267, 11-12=-222/1123, 9-11=-190/916, 8-9=-152/626
WEBS 2-11=-295/154, 3-11=-6/351, 4-9=-406/132, 5-9=-22/720, 5-8=-1173/182, 1-12=-48/990
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x5 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
8=160.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T08
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454376
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:40 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-z2vw8kd?cg4ll83kAYVGmJPMczUo_iyEVexb7KypYkT
Scale = 1:79.2
1
2
3
4 5
10 9 8 7 61112
4x6
4x8
5x9
3x5 4x8
3x6
4x8
1.5x4
3x5
3x7
8-7-12
8-7-12
14-9-0
6-1-4
22-0-0
7-3-0
2-6-8
2-6-8
8-7-12
6-1-4
14-9-0
6-1-4
22-0-0
7-3-0
11-11-15-5-1213-7-75-5-128.00 12
Plate Offsets (X,Y)-- [4:0-6-12,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.76
0.71
0.68
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.29
-0.55
0.01
(loc)
8-10
8-10
6
l/defl
>884
>477
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 138 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*
5-6,4-7: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-8-2 max.): 4-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-8, 3-8, 1-10, 2-10
REACTIONS.(lb/size)6=868/0-3-8, 10=868/0-3-8
Max Horz 10=-370(LC 8)
Max Uplift 6=-69(LC 13), 10=-113(LC 13)
Max Grav 6=868(LC 1), 10=990(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-249/259, 2-3=-755/309, 3-4=-776/157, 4-5=-862/154, 5-6=-795/138
BOT CHORD 8-10=-155/280, 7-8=-79/849
WEBS 2-8=-254/989, 3-8=-415/236, 4-8=-431/112, 4-7=-489/144, 5-7=-101/1012,
2-10=-842/197
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb)
10=113.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T09
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454377
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:41 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RESIM4edN_CcMHexjF0VIWxZJNqoj5jNjIg8fmypYkS
Scale = 1:80.2
1
2
3
4
5
6
11 10 9 8 7121314
4x6
4x8
4x8 3x5
3x6 4x8 3x5
4x8
1.5x4
3x5
3x5
7-7-12
7-7-12
12-9-0
5-1-4
22-0-0
9-3-0
2-6-8
2-6-8
7-7-12
5-1-4
12-9-0
5-1-4
17-2-12
4-5-12
22-0-0
4-9-4
11-11-16-9-1213-7-76-9-128.00 12
Plate Offsets (X,Y)-- [4:0-5-4,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.64
0.73
0.91
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.28
-0.60
0.02
(loc)
7-8
7-8
7
l/defl
>938
>432
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 149 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*
6-7,4-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-9, 3-9, 4-9, 1-11, 2-11
REACTIONS.(lb/size)7=868/0-3-8, 11=868/0-3-8
Max Horz 11=-368(LC 8)
Max Uplift 7=-84(LC 13), 11=-98(LC 13)
Max Grav 7=882(LC 19), 11=982(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-252/263, 2-3=-681/298, 3-4=-692/168, 4-5=-780/153
BOT CHORD 9-11=-173/280, 8-9=-80/811, 7-8=-99/508
WEBS 2-9=-254/946, 3-9=-352/205, 4-9=-459/103, 5-8=-2/532, 5-7=-807/120, 2-11=-840/185
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T10
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454378
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:42 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-vQ0gZQfF8HKT_RD7HzXkrkUhOnDKSewWyyQiBDypYkR
Scale = 1:81.9
1
2
3
4 5 6
12 11 10 9 8 713141516
6x8
4x4
3x5 5x12 MT18HS 3x7
4x8
3x5
3x5
4x4 1.5x4
4x8
3x6
2-6-8
2-6-8
10-9-0
8-2-8
16-2-12
5-5-12
22-0-0
5-9-4
2-6-8
2-6-8
6-7-12
4-1-4
10-9-0
4-1-4
16-2-12
5-5-12
22-0-0
5-9-4
11-11-18-1-1213-7-78-1-128.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-14]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.81
0.52
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.33
0.01
(loc)
9-11
9-11
7
l/defl
>999
>784
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 167 lb FT = 20%
GRIP
197/144
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, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 6-7, 2-11, 3-11, 4-8, 1-12
REACTIONS.(lb/size)7=868/0-3-8, 12=868/0-3-8
Max Horz 12=-367(LC 8)
Max Uplift 7=-115(LC 9), 12=-80(LC 13)
Max Grav 7=943(LC 23), 12=959(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-354/253, 2-3=-357/197, 3-4=-900/242, 4-5=-507/160, 5-6=-507/160, 6-7=-823/149,
1-12=-991/190
BOT CHORD 11-12=-280/294, 9-11=-148/519, 8-9=-129/764
WEBS 2-11=-246/275, 3-11=-684/212, 3-9=-133/759, 4-9=-476/221, 4-8=-376/21,
5-8=-381/153, 6-8=-115/886, 1-11=-74/894
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
7=115.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
T11
Truss Type
Roof Special
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454379
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:43 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Nda2nlgtvbSKcboJrg3zOx1vJBXtB2JgBc9FkfypYkQ
Scale = 1:79.2
1
2
3 4 5
10 9 8 7 611121314
4x6
5x9
4x8 3x5
3x7 4x8
3x6
5x9 1.5x4
4x8
8-9-0
8-9-0
15-2-12
6-5-12
22-0-0
6-9-4
2-6-8
2-6-8
8-9-0
6-2-8
15-2-12
6-5-12
22-0-0
6-9-4
11-11-19-5-1213-7-79-5-128.00 12
Plate Offsets (X,Y)-- [3:0-4-0,Edge], [5:Edge,0-1-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.60
0.69
0.71
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.28
-0.51
0.02
(loc)
8-10
8-10
6
l/defl
>937
>509
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 152 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, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 2-8, 3-8, 4-8, 4-6, 1-10, 2-10
REACTIONS.(lb/size)6=868/0-3-8, 10=868/0-3-8
Max Horz 10=-365(LC 8)
Max Uplift 6=-149(LC 9), 10=-65(LC 12)
Max Grav 6=962(LC 23), 10=1002(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-241/256, 2-3=-818/295, 3-4=-632/178
BOT CHORD 8-10=-208/290, 7-8=-147/578, 6-7=-147/578
WEBS 2-8=-238/1001, 3-8=-702/295, 4-7=0/347, 4-6=-924/152, 2-10=-872/197
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
6=149.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
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.
August 10,2016
Job
1600333
Truss
T12
Truss Type
Common
Qty
3
Ply
1
IGM 52
Job Reference (optional)
I27454380
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:43 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-Nda2nlgtvbSKcboJrg3zOx1zmBcwBCXgBc9FkfypYkQ
Scale = 1:33.3
1
2
3
4
5
6
1.5x4
4x6
4x8 4x8
6-10-0
6-10-0
13-8-0
6-10-0
-1-0-0
1-0-0
6-10-0
6-10-0
13-8-0
6-10-0
14-8-0
1-0-0
0-7-125-2-70-7-128.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.38
0.37
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.12
0.02
(loc)
6-12
6-12
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 44 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud, Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size)2=607/0-3-8, 4=607/0-3-8
Max Horz 2=-101(LC 10)
Max Uplift 2=-52(LC 12), 4=-52(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-631/94, 3-4=-631/94
BOT CHORD 2-6=0/442, 4-6=0/442
WEBS 3-6=0/297
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) 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, 4.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T13
Truss Type
Common
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454381
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:44 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-sp8Q_5gWgvaBDlNWPNaCw9Z3QbyswfrpQGvoG5ypYkP
Scale = 1:49.6
1
2
3
6 5 43x5 3x5
4x6
3x7
4x8
5x9
6-1-0
6-1-0
13-4-0
7-3-0
6-1-0
6-1-0
13-4-0
7-3-0
4-5-08-5-113-7-118.00 12
Plate Offsets (X,Y)-- [3:Edge,0-1-12]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.64
0.32
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
2-5,3-5: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-5
REACTIONS.(lb/size)6=522/0-3-8, 4=522/0-3-8
Max Horz 6=-196(LC 8)
Max Uplift 6=-32(LC 12), 4=-30(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-378/119, 2-3=-404/110, 1-6=-470/91, 3-4=-453/98
WEBS 1-5=-36/294
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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) 6, 4.
7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T14
Truss Type
Common
Qty
6
Ply
1
IGM 52
Job Reference (optional)
I27454382
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:45 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-K?ioBRh8RCi2rvxiy55RTM6IN_Luf_9zeweMoYypYkO
Scale = 1:68.3
1
2
3
6 5 47
3x5 1.5x4 4x8
3x5
1.5x4
3x5
4-2-0
4-2-0
8-4-0
4-2-0
0-3-8
0-3-8
4-2-0
3-10-8
8-4-0
4-2-0
11-5-511-6-116-0-76-2-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.44
0.14
0.56
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.03
0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 78 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*
1-6: 2x6 SPF 1650F 1.5E, 3-4,3-5: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-5, 1-6
REACTIONS.(lb/size)6=318/0-3-8, 4=318/0-3-8
Max Horz 6=-326(LC 8)
Max Uplift 6=-220(LC 8), 4=-78(LC 9)
Max Grav 6=500(LC 20), 4=440(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-308/237, 1-6=-422/238, 3-4=-413/97
BOT CHORD 5-6=-224/256
WEBS 1-5=-230/426, 2-5=-303/183, 3-5=-116/300
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * 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) 4 except (jt=lb)
6=220.
6) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T15
Truss Type
Roof Special
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454383
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:45 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-K?ioBRh8RCi2rvxiy55RTM6KO_LTf1azeweMoYypYkO
Scale = 1:68.3
1
2
3
7 6
5 4
3x5
4x6 1.5x4
1.5x4
4x8 1.5x4
3x5
4-5-8
4-5-8
8-4-0
3-10-8
0-3-8
0-3-8
0-5-8
0-2-0
4-5-8
4-0-0
8-4-0
3-10-8
11-5-511-6-116-0-75-2-51-0-08.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-2-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.31
0.17
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.00
(loc)
6-7
6-7
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 79 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
1-7: 2x6 SPF 1650F 1.5E, 1-5: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-7
REACTIONS.(lb/size)7=318/0-3-8, 4=318/Mechanical
Max Horz 7=-318(LC 10)
Max Uplift 7=-219(LC 8), 4=-77(LC 9)
Max Grav 7=436(LC 20), 4=428(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-300/224, 1-7=-357/185, 3-4=-389/100
BOT CHORD 2-5=-302/182
WEBS 3-5=-114/284, 1-5=-164/345
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * 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) 4 except (jt=lb)
7=219.
7) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
T16
Truss Type
Common
Qty
7
Ply
1
IGM 52
Job Reference (optional)
I27454384
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:46 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-oCGBPnimCWqvT3WuWocg?afO8OYJOUC6taOvK_ypYkN
Scale = 1:68.0
1
2
3
4
5
6
7
11 10 9 815161718
3x5
4x4
3x5
3x5
3x5 3x5
1.5x4
3x5
4x8
3x5
4x8
8-4-1
8-4-1
16-8-0
8-3-15
24-8-8
8-0-8
5-9-1
5-9-1
11-2-8
5-5-8
16-8-0
5-5-8
20-6-8
3-10-8
24-8-8
4-2-0
0-5-511-6-116-2-55-10-28.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.76
0.64
0.38
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.29
0.03
(loc)
9-11
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 127 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*
2-11,7-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-9, 6-8
REACTIONS.(lb/size)7=980/Mechanical, 1=985/0-3-8
Max Horz 1=277(LC 11)
Max Uplift 7=-69(LC 12), 1=-69(LC 12)
Max Grav 7=1058(LC 19), 1=988(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1431/176, 2-4=-1278/200, 4-5=-725/198, 5-6=-682/206, 7-8=-15/972
BOT CHORD 1-11=-187/1274, 9-11=-83/932, 8-9=-52/431
WEBS 2-11=-287/161, 4-11=-39/508, 4-9=-594/194, 5-9=-121/474, 6-9=-31/373, 6-8=-938/58
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1.
8) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the bottom chord.
9) 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.
August 10,2016
Job
1600333
Truss
T17
Truss Type
Roof Special
Qty
4
Ply
1
IGM 52
Job Reference (optional)
I27454385
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:47 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GOqZc7jOzqym5C554W7wYnBghotA7yRG6E7TtQypYkM
Scale = 1:66.8
1
2
3
4
5
6
7
13 12 11 10
9
8
17 18
1.5x4
4x8
6x8
5x9
7-1-11
7-1-11
16-8-0
9-6-5
20-10-0
4-2-0
24-8-8
3-10-8
5-9-1
5-9-1
11-2-8
5-5-8
16-8-0
5-5-8
20-10-0
4-2-0
24-8-8
3-10-8
0-5-511-6-115-2-51-0-08.00 12
Plate Offsets (X,Y)-- [9:0-5-8,0-4-0]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-AS
0.26
0.73
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.29
-0.57
0.03
(loc)
11-13
11-13
8
l/defl
>999
>519
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*
2-13,9-11,7-8: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-11, 5-9, 6-8
REACTIONS.(lb/size)1=985/0-3-8, 8=980/Mechanical
Max Horz 1=264(LC 9)
Max Uplift 1=-69(LC 12), 8=-69(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1456/159, 2-4=-1372/221, 4-5=-699/197, 5-6=-609/235
BOT CHORD 1-13=-189/1284, 11-13=-100/899, 6-9=-21/410, 8-9=-40/471
WEBS 2-13=-283/169, 4-13=-66/608, 4-11=-589/201, 5-11=-71/578, 9-11=-4/614, 6-8=-976/42
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) All plates are 3x5 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, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8.
9) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and ‰ gypsum
sheetrock be applied directly to the 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.
August 10,2016
Job
1600333
Truss
V01
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454386
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:47 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-GOqZc7jOzqym5C554W7wYnBd0o087?tG6E7TtQypYkM
Scale = 1:41.1
1
2
3
4
7 6 53x5
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
10-2-8
10-2-8
0-0-46-9-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.49
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: 37 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.
REACTIONS.All bearings 10-2-2.
(lb) - Max Horz 1=189(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-106(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=448(LC 19), 7=257(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-281/164
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 7 except
(jt=lb) 6=106.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V02
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454387
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:48 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kaOxqTk0k74diMgHeDe95?krlCNvsSWPLut0PtypYkL
Scale = 1:34.2
1
2
3
5 43x5
1.5x4
1.5x4 1.5x4
1.5x4
8-2-8
8-2-8
0-0-45-5-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.30
0.12
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 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.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=111/8-2-2, 4=117/8-2-2, 5=379/8-2-2
Max Horz 1=149(LC 9)
Max Uplift 1=-2(LC 8), 4=-27(LC 9), 5=-110(LC 12)
Max Grav 1=132(LC 20), 4=129(LC 19), 5=387(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-292/177
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 4 except (jt=lb)
5=110.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V03
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454388
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:48 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-kaOxqTk0k74diMgHeDe95?ktuCNFsToPLut0PtypYkL
Scale = 1:26.2
1
2
3
5 43x5
1.5x4
1.5x4 1.5x4
1.5x4
6-2-8
6-2-8
0-0-44-1-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.16
0.10
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 20 lb FT = 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.
REACTIONS.(lb/size)1=5/6-2-2, 4=125/6-2-2, 5=317/6-2-2
Max Horz 1=110(LC 9)
Max Uplift 1=-33(LC 10), 4=-22(LC 9), 5=-92(LC 12)
Max Grav 1=58(LC 9), 4=135(LC 23), 5=324(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 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.
August 10,2016
Job
1600333
Truss
V04
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454389
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:49 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CnxJ1pkeVRCUKWFTBx9OdCH11cj2bwsYZYcZxJypYkK
Scale = 1:16.9
1
2
3
3x5
1.5x4
1.5x4
4-2-8
4-2-8
0-0-42-9-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.20
0.13
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 12 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 4-2-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=143/4-2-2, 3=143/4-2-2
Max Horz 1=70(LC 9)
Max Uplift 1=-5(LC 12), 3=-30(LC 12)
Max Grav 1=143(LC 1), 3=151(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
Job
1600333
Truss
V05
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454390
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:49 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-CnxJ1pkeVRCUKWFTBx9OdCH4gckhbwsYZYcZxJypYkK
Scale = 1:10.2
1
2
3
3x5
1.5x4
1.5x4
2-2-8
2-2-8
0-0-41-5-118.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.03
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: 6 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 2-2-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=63/2-2-2, 3=63/2-2-2
Max Horz 1=31(LC 9)
Max Uplift 1=-2(LC 12), 3=-13(LC 12)
Max Grav 1=63(LC 1), 3=67(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
Job
1600333
Truss
V06
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454391
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:50 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gzVhF9lHGlLLygqflehdAQpDJ?3TKN6ioCM7TlypYkJ
Scale = 1:18.6
1
2 3 4
5
8 7 6
3x5
3x5
3x6
1.5x4
4x4
1.5x4
1.5x4
11-1-8
11-1-8
3-10-8
3-10-8
8-4-8
4-6-0
11-1-8
2-9-0
0-0-42-7-00-9-02-7-08.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-13], [4:0-2-0,0-2-3], [5:Edge,0-3-8]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.17
0.11
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 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.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 11-1-2.
(lb) - Max Horz 1=49(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=279(LC 28), 8=360(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-8=-262/98
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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) 1, 6, 7, 8.
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.
August 10,2016
Job
1600333
Truss
V07
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454392
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:50 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-gzVhF9lHGlLLygqflehdAQpD6?3KKNjioCM7TlypYkJ
Scale = 1:16.7
1
2 3
4
5
3x5
3x5
3x5 1.5x4
4x4
8-2-10
8-2-10
8-3-0
0-0-6
3-10-8
3-10-8
4-4-8
0-6-0
8-3-0
3-10-8
0-0-42-7-00-0-42-7-08.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-13], [3:0-2-0,0-2-3]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.18
0.12
0.02
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: 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, except
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=244/8-2-4, 4=237/8-2-4, 5=102/8-2-4
Max Horz 1=-45(LC 8)
Max Uplift 1=-56(LC 12), 4=-47(LC 12)
Max Grav 1=244(LC 1), 4=237(LC 1), 5=186(LC 5)
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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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) 1, 4.
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.
August 10,2016
Job
1600333
Truss
V08
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454393
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:51 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-8934SUmv12TBZqPsJMCsidMQ7PQ73q4r1s5g0BypYkI
Scale = 1:9.8
1
2
3
4
3x5
4x4
3x5 1.5x4
0-0-6
0-0-6
4-3-0
4-2-10
2-1-8
2-1-8
4-3-0
2-1-8
0-0-41-5-00-0-48.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.04
0.02
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: 10 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 4-3-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=72/4-2-4, 3=72/4-2-4, 4=120/4-2-4
Max Horz 1=21(LC 11)
Max Uplift 1=-12(LC 12), 3=-15(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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
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) 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.
August 10,2016
Job
1600333
Truss
V09
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454394
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:52 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-dLdSfqnXoMb2B__2t3j5FrvX6pk3oFm?FWrEYeypYkH
Scale = 1:49.4
1
2
3
4 5
8 7 693x5
3x5 3x5
3x5 1.5x4
1.5x4
1.5x4
1.5x4
13-6-8
13-6-8
12-0-8
12-0-8
13-6-8
1-6-0
0-0-48-0-58.00 12
Plate Offsets (X,Y)-- [4:0-2-8,0-1-13]
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.28
0.17
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 52 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 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.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
REACTIONS.All bearings 13-6-2.
(lb) - Max Horz 1=228(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-129(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=449(LC 19), 8=467(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-314/187
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except
(jt=lb) 8=129.
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.
August 10,2016
Job
1600333
Truss
V10
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454395
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:52 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-dLdSfqnXoMb2B__2t3j5FrvWUpkHoFb?FWrEYeypYkH
Scale = 1:46.3
1
2
3
4
7 6 53x5
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
11-6-8
11-6-8
0-0-47-8-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.38
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: 44 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 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.
REACTIONS.All bearings 11-6-2.
(lb) - Max Horz 1=215(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-103(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=439(LC 19), 7=305(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-275/157
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 7 except
(jt=lb) 6=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.
August 10,2016
Job
1600333
Truss
V11
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454396
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:53 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-5YBqtAn9Ygjvp7ZEQmEKo2RfaD39XjF8UAan44ypYkG
Scale = 1:40.0
1
2
3
5 463x5
1.5x4
1.5x4 1.5x4
1.5x4
9-6-8
9-6-8
0-0-46-4-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.42
0.18
0.10
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: 33 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.
REACTIONS.(lb/size)1=161/9-6-2, 4=100/9-6-2, 5=452/9-6-2
Max Horz 1=175(LC 9)
Max Uplift 4=-30(LC 9), 5=-131(LC 12)
Max Grav 1=175(LC 20), 4=164(LC 19), 5=511(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-349/206
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) 4 except (jt=lb)
5=131.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V12
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454397
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:53 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-5YBqtAn9Ygjvp7ZEQmEKo2RiKD4LXku8UAan44ypYkG
Scale = 1:31.3
1
2
3
5 43x5
1.5x4
1.5x4 1.5x4
1.5x4
7-6-8
7-6-8
0-0-45-0-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.25
0.10
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.
REACTIONS.(lb/size)1=82/7-6-2, 4=122/7-6-2, 5=349/7-6-2
Max Horz 1=136(LC 9)
Max Uplift 1=-7(LC 8), 4=-26(LC 9), 5=-101(LC 12)
Max Grav 1=106(LC 20), 4=133(LC 23), 5=357(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-269/165
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 4 except (jt=lb)
5=101.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V13
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454398
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:54 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZklC4WonJzrmQH7R_UlZKG_qedOGGB5HjqKKcWypYkF
Scale = 1:23.2
1
2
33x5
1.5x4
1.5x4
5-6-8
5-6-8
0-0-43-8-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.40
0.25
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: 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 5-6-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=197/5-6-2, 3=197/5-6-2
Max Horz 1=97(LC 9)
Max Uplift 1=-7(LC 12), 3=-41(LC 12)
Max Grav 1=197(LC 1), 3=207(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
Job
1600333
Truss
V14
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454399
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:54 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-ZklC4WonJzrmQH7R_UlZKG_uwdQwGB5HjqKKcWypYkF
Scale = 1:14.7
1
2
3
3x5
1.5x4
1.5x4
3-6-8
3-6-8
0-0-42-4-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.13
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 10 lb FT = 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 3-6-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=117/3-6-2, 3=117/3-6-2
Max Horz 1=57(LC 9)
Max Uplift 1=-4(LC 12), 3=-24(LC 12)
Max Grav 1=117(LC 1), 3=123(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
Job
1600333
Truss
V15
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454400
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:55 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1wJaIspP4Hzd2RidYBGotTW0_0lg?cqRyU3u9zypYkE
Scale = 1:57.1
Sheet Front
Full Sheathing
1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1)
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
3x5
3x5
3x5
3x5
14-5-0
14-5-0
14-5-0
14-5-0
9-7-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.37
0.18
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
10
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 173 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 Stud *Except*
8-11: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 9-10
REACTIONS.All bearings 14-5-0.
(lb) - Max Horz 1=271(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 10, 1, 11, 12, 13, 14, 15, 16
Max Grav All reactions 250 lb or less at joint(s) 10, 1, 11, 12, 13, 14, 15, 16
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 1, 11, 12, 13,
14, 15, 16.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V16
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454401
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:55 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-1wJaIspP4Hzd2RidYBGotTW1H0l7?czRyU3u9zypYkE
Scale = 1:49.3
1
2
3
4
7 6 583x5
3x5
3x5 1.5x4
1.5x4
1.5x4
1.5x4
12-5-0
12-5-0
0-0-48-3-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.28
0.15
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 48 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 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.
WEBS 1 Row at midpt 4-5
REACTIONS.All bearings 12-4-10.
(lb) - Max Horz 1=232(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-103(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=466(LC 19), 7=371(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-266/135, 2-7=-264/154
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 6 except
(jt=lb) 7=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.
August 10,2016
Job
1600333
Truss
V17
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454402
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:56 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-V7szVCq1rb5UgbHp6vo1Ph38NQ5Ek40aA7pRhPypYkD
Scale = 1:41.9
1
2
3
4
7 6 53x5
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
10-5-0
10-5-0
0-0-46-11-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.52
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: 38 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.
REACTIONS.All bearings 10-4-10.
(lb) - Max Horz 1=193(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-106(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=448(LC 19), 7=261(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-281/163
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 7 except
(jt=lb) 6=106.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
August 10,2016
Job
1600333
Truss
V18
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454403
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucNCqSwTXhkPnZ_DrypYkC
Scale = 1:35.5
1
2
3
5 43x5
1.5x4
1.5x4 1.5x4
1.5x4
8-5-0
8-5-0
0-0-45-7-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.32
0.13
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 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.
REACTIONS.(lb/size)1=119/8-4-10, 4=115/8-4-10, 5=389/8-4-10
Max Horz 1=153(LC 11)
Max Uplift 4=-28(LC 9), 5=-113(LC 12)
Max Grav 1=140(LC 20), 4=127(LC 19), 5=398(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-300/181
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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) 4 except (jt=lb)
5=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.
August 10,2016
Job
1600333
Truss
V19
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454404
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucPRqSMTY0kPnZ_DrypYkC
Scale = 1:27.0
1
2
3
5 43x5
1.5x4
1.5x4 1.5x4
1.5x4
6-5-0
6-5-0
0-0-44-3-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.18
0.10
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 21 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.
REACTIONS.(lb/size)1=20/6-4-10, 4=125/6-4-10, 5=318/6-4-10
Max Horz 1=114(LC 9)
Max Uplift 1=-23(LC 10), 4=-23(LC 9), 5=-92(LC 12)
Max Grav 1=59(LC 9), 4=135(LC 19), 5=325(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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, 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.
August 10,2016
Job
1600333
Truss
V20
Truss Type
Valley
Qty
2
Ply
1
IGM 52
Job Reference (optional)
I27454405
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:57 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-zJQLjYrgcuDLHls0fcJGyucObqRfTYqkPnZ_DrypYkC
Scale = 1:17.6
1
2
3
3x5
1.5x4
1.5x4
4-5-0
4-5-0
0-0-42-11-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.23
0.14
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: 13 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 4-5-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=152/4-4-10, 3=152/4-4-10
Max Horz 1=75(LC 9)
Max Uplift 1=-6(LC 12), 3=-32(LC 12)
Max Grav 1=152(LC 1), 3=160(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
Job
1600333
Truss
V21
Truss Type
Valley
Qty
1
Ply
1
IGM 52
Job Reference (optional)
I27454406
8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Aug 09 14:30:58 2016 Page 1 84 Lumber0783, Franklin, Indiana
ID:aJySnpcPpTNEZ?KIZk_vsTyuVgs-RV_jwurINCLCvvRCDKqVV68cEEphC?4teRIYlHypYkB
Scale = 1:10.9
1
2
3
3x5
1.5x4
1.5x4
2-5-0
2-5-0
0-0-41-7-58.00 12
LOADING (psf)
TCLL (roof)
Snow (Pf)
TCDL
BCLL
BCDL
20.0
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
Matrix-SH
0.05
0.03
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
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=72/2-4-10, 3=72/2-4-10
Max Horz 1=35(LC 9)
Max Uplift 1=-3(LC 12), 3=-15(LC 12)
Max Grav 1=72(LC 1), 3=75(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed;
MWFRS (envelope) gable end zone 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15
Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.1
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
August 10,2016
edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.