HomeMy WebLinkAbout3566 Ormond Av Truss Packet B12209561
ProBuild (Mooresville).
July 31, 2012.My license renewal date for the state of Indiana is
Pages or sheets covered by this seal:
121 LAKESIDE
Ryan Dexter, P.E.
The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parameters provided by
The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design
assumptions as defined on this truss design drawing, solely for the truss component(s) depicted. The design assumptions,
loading conditions, suitability and use of this component for any particular building is the responsibility of the building
designer or owner of the trusses, per ANSI/TPI 1. The responsibilities and duties of the truss designer, truss design
engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise
defined by a contract agreed upon by the parties involved.
Re:
thru I5419922I5419844
MiTek 20/20 7.2
Important Notice: The accuracy of the Truss Design Drawings relies upon:
1. Accurate metal plate connector design values as published by MiTek.
2. Accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcperp, Ft, and Fv) for solid sawn lumber and approved, grade stamped,
finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies
approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3.
Ryan J. Dexter, P.E.
DrJ Consulting, LLC
6300 Enterprise LaneMadison, Wisconsin, 53719
April 17,2012
Job
B12209561
Truss
CG01
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419844
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?15Vi_ney8dUiZEzPqWJ
Scale = 1:15.2
W1
T1
B1
W2
1
2
3 4
7
6
5
8 9
3x6
1.5x4
1.5x4
3-11-11
3-11-11
4-1-0
0-1-5
-1-6-4
1-6-4
4-1-0
4-1-0
0-7-122-5-45.27 12
Plate Offsets (X,Y): [7:0-3-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.24
0.12
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.00
(loc)
6-7
6-7
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud *Except*
W2: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=158/0-4-7 (min. 0-1-8), 6=93/Mechanical
Max Horz 7=-49(LC 8)
Max Uplift 7=-68(LC 5)
Max Grav 7=158(LC 1), 6=99(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 10 lb up at -1-6-4, and 24 lb down and 10 lb
up at -1-6-4 on top chord, and 18 lb up at 0-11-15, and 8 lb down and 33 lb up at 1-9-2 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 2-3=-20(F=40), 3-4=20(F=40)
Concentrated Loads (lb)
Vert: 1=-48(F=-24, B=-24) 8=14(B) 9=-8(F)
Trapezoidal Loads (plf)
Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 7=0(F=10, B=10)-to-5=-62(F=-21, B=-21)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
CG02
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419845
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?15Vi_ney8dUiZEzPqWJ
Scale = 1:15.2
W1
T1
B1
W2
1
2
3 4
7
6
5
8 9
3x6
1.5x4
1.5x4
3-11-11
3-11-11
4-1-0
0-1-5
-1-6-4
1-6-4
4-1-0
4-1-0
0-7-122-5-45.27 12
Plate Offsets (X,Y): [7:0-3-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.24
0.12
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
0.00
(loc)
6-7
6-7
6
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud *Except*
W2: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=159/0-4-7 (min. 0-1-8), 6=93/Mechanical
Max Horz 7=-49(LC 8)
Max Uplift 7=-68(LC 5)
Max Grav 7=159(LC 1), 6=99(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 10 lb up at -1-6-4, and 24 lb down and 10 lb
up at -1-6-4 on top chord, and 18 lb up at 0-11-15, and 8 lb down and 33 lb up at 1-9-2 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 2-3=-20(F=40), 3-4=20(F=40)
Concentrated Loads (lb)
Vert: 1=-48(F=-24, B=-24) 8=14(F) 9=-8(B)
Trapezoidal Loads (plf)
Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 7=0(F=10, B=10)-to-5=-62(F=-21, B=-21)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
CG03
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419846
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?I5W__mhy8dUiZEzPqWJ
Scale = 1:30.8
W1
T1
B1
W3
W2
1
2
3 4
7
6
5
1.5x4
3x4
1.5x4
3x4
2-7-6
2-7-6
2-7-12
0-0-6
-1-5-0
1-5-0
2-7-12
2-7-12
4-1-125-4-125.66 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.23
0.04
0.07
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=214/0-4-9 (min. 0-1-8), 6=73/Mechanical
Max Horz 7=128(LC 6)
Max Uplift 6=-160(LC 6)
Max Grav 7=214(LC 1), 6=73(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-6=0/294
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=160.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
CG05
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419847
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bGXrEAppl3C742Eq7OdaUGs9CVqtjEy5MHDG5gzPqWI
Scale = 1:16.9
W1
T1
B1
B2
B3
B4
B5
W2
1
2
3
4
5 6
13
12
11
10
9
8
7
14 15
3x6
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
2x4
1.5x4
1.5x4
2-6-15
2-6-15
4-1-3
1-6-4
4-9-8
0-8-5
4-10-2
0-0-10
-1-6-4
1-6-4
2-6-15
2-6-15
4-1-3
1-6-4
4-10-2
0-9-0
0-7-122-9-41-10-40-11-00-5-80-5-85.27 12
Plate Offsets (X,Y): [4:0-1-12,0-0-12], [13:0-3-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.28
0.19
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
-0.00
(loc)
12
12
8
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2 *Except*
B2,B4: 2 X 3 SPF No.2
WEBS 2 X 4 SPF Stud *Except*
W2: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)13=219/0-4-7 (min. 0-1-8), 8=274/Mechanical
Max Horz 13=95(LC 5)
Max Uplift 13=-57(LC 5), 8=-75(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 12 lb up at -1-6-4, and 28 lb down and 12 lb
up at -1-6-4 on top chord, and 8 lb down and 27 lb up at 1-4-13, and 24 lb down and 41 lb up at 2-1-15, and 117 lb down and 42 lb up at 4-5-4 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 2-5=-20(F=40), 5-6=20(F=40)
Concentrated Loads (lb)
Vert: 1=-57(F=-28, B=-28) 8=-117(F) 14=-8(F) 15=-24(B)
Trapezoidal Loads (plf)
Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 13=0(F=10, B=10)-to-12=-38(F=-9, B=-9), 11=-38(F=-9, B=-9)-to-10=-63(F=-21, B=-21), 9=-63(F=-21,
B=-21)-to-7=-77(F=-28, B=-28)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
CG06
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419848
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-bGXrEAppl3C742Eq7OdaUGsCfVsJjE35MHDG5gzPqWI
Scale = 1:10.8
W1
T1
B1
W2
1
2
3 4
7
6
5
3x6
1.5x4
1.5x4
2-1-2
2-1-2
-1-5-1
1-5-1
2-1-2
2-1-2
0-7-121-5-11-6-135.27 12
Plate Offsets (X,Y): [7:0-3-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.12
0.03
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
7
7
6
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SP No.2 *Except*
W2: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)7=205/0-4-7 (min. 0-1-8), 6=36/Mechanical
Max Horz 7=49(LC 5)
Max Uplift 7=-69(LC 6), 6=-6(LC 5)
Max Grav 7=205(LC 1), 6=52(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE03
Truss Type
GABLE
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419849
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:42 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-f9xWNI_DDg5?NMujV1O5bQzm1Y_pk?jIp7MY7JzPqW3
Scale: 3/8"=1’
W1
T1
T1
W2
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
15 14 13 12 11 10
3x8
4x6
3x6
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4 9-3-8
9-3
-
8
13-1-0
13-1-0
-1-4-8
1-4-8
6-4-4
6-4-4
13-1-0
6-8-12
14-1-0
1-0-0
0-10-125-1-90-7-128.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.11
0.03
0.07
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 49 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 13-1-0.
(lb) - Max Horz 15=118(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 15, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8, 13, 14, 11, 10.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE04
Truss Type
GABLE
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419850
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6PrmswiATFK3ovzk91ozPqWK
Scale = 1:17.6
T1
W2
B1
ST2
ST1
W1
1
2
3
4
5
9 8 7
10
6
3x4
3x4
2x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
8-8-1
7-2-12
7-2-12
-1-0-0
1-0-0
7-2-12
7-2-12
0-3-152-8-144.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.08
0.06
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
6
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud *Except*
W1: 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 6-7.
REACTIONS All bearings 7-2-12.
(lb) - Max Horz 2=84(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9
Max Grav All reactions 250 lb or less at joint(s) 2, 8, 9, 7
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE06
Truss Type
GABLE
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419851
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6PrmsRi9IFK8ovzk91ozPqWK
Scale = 1:20.9
T1
W1
B1
ST3
ST2
ST1
1
2
3
4
5
6
10 9 8 7
1.5x4
1.5x4 2x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
10-3-2
8-9-4
8-9-4
-1-0-0
1-0-0
8-9-4
8-9-4
0-3-153-1-82-11-54.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.11
0.07
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
1
1
7
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 8-9-4.
(lb) - Max Horz 2=103(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10
Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE07
Truss Type
GABLE
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419852
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWwCyJITRpS2n56flzPqW2
Scale = 1:53.1
W1
T1
T2
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
25 24 23 22 21 20 19 18 17 16 15 14
2x4
2x4
4x6
2x4
2x4
3x6 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
21-6-8
21-6-8
-1-0-0
1-0-0
10-9-4
10-9-4
21-6-8
10-9-4
22-11-0
1-4-8
1-3-108-5-131-3-108.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.15
0.08
0.14
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 95 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-20
REACTIONS All bearings 21-6-8.
(lb) - Max Horz 25=-207(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15
Max Grav All reactions 250 lb or less at joint(s) 25, 14, 20, 21, 22, 23, 24, 18, 17, 16, 15
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE08
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419853
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOIUv91SfZFbxzpd7zPqWH
Scale = 1:57.3
T2
T3
W1
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST8 ST8 ST8
T1
B2
1
2
3
4
5
6
7
8
9 10 11 12 13
25 24 23 22 21 20 19 18 17 16 15 14
3x6
4x6 3x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
23-6-10
23-6-10
15-7-11
15-7-11
23-6-10
7-10-15
0-0-48-11-119-1-88-11-117.00 12
Plate Offsets (X,Y): [9:0-3-0,0-1-12], [13:Edge,0-2-8], [14:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.44
0.19
0.18
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 9-13.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-14, 9-18, 10-17, 11-16, 12-15
JOINTS 1 Brace at Jt(s): 13
REACTIONS All bearings 23-6-10.
(lb) - Max Horz 1=261(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1
Max Grav All reactions 250 lb or less at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11-14)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
12) BCSI1.
13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
GE09
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419854
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOIOv9tSfaFbxzpd7zPqWH
Scale = 1:50.4
T2
W1
B1
ST5
ST4
ST3
ST2
ST1
T1
1
2
3
4
5
6
7
8
14 13 12 11 10 9
3x6
3x6
3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
15-5-2
15-5-2
15-5-2
15-5-2
0-0-49-0-07.00 12
Plate Offsets (X,Y): [1:0-0-9,0-0-2], [8:Edge,0-2-8], [9:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.44
0.20
0.18
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 64 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-9
REACTIONS All bearings 15-5-2.
(lb) - Max Horz 1=260(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13, 14, 1
Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 1 except 14=408(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-14=-278/124
NOTES (8-11)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13, 14, 1.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J01
Truss Type
Jack-Closed Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419855
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOEhv7DShrFbxzpd7zPqWH
Scale = 1:16.5
T1
T2
W1
B1
W1
HW1
1
2
3 4
6 5
4x6 3x6
3x6 3x6
1.5x4
3-2-9
3-2-9
5-6-0
2-3-7
-1-0-0
1-0-0
3-2-9
3-2-9
5-6-0
2-3-7
0-6-122-5-47.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0], [3:0-3-0,0-1-12], [4:Edge,0-2-8], [5:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.68
0.37
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.07
0.00
(loc)
2-6
2-6
5
l/defl
>999
>852
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals,
and 2-0-0 oc purlins: 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 4
REACTIONS (lb/size)5=294/Mechanical, 2=346/0-3-8 (min. 0-1-8)
Max Horz 2=69(LC 4)
Max Uplift 5=-46(LC 4), 2=-65(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down at 3-2-9, and 78 lb down and 69 lb up at 3-6-12
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 2-5=-20
Concentrated Loads (lb)
Vert: 6=-151(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J02
Truss Type
Jack-Closed Truss
Qty
11
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419856
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOKlv9zShJFbxzpd7zPqWH
Scale = 1:23.3
T1
W1
B1
HW1
1
2
3
4
1.5x4
3x6
1.5x4
-1-0-0
1-0-0
5-6-0
5-6-0
0-6-123-9-43-5-120-3-87.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.29
0.20
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.11
0.00
(loc)
2-4
2-4
4
l/defl
>999
>566
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=285/0-3-8 (min. 0-1-8), 4=201/0-1-8 (min. 0-1-8)
Max Horz 2=106(LC 5)
Max Uplift 2=-41(LC 6), 4=-30(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J03
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419857
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWxRyKvTT0S2n56flzPqW2
Scale = 1:10.3
T1
B1
HW1
1
2
3
4
5
3x6
1-1-15
1-1-15
1-2-9
0-0-11
-1-0-0
1-0-0
1-2-9
1-2-9
0-7-121-5-78.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.07
0.04
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=130/0-3-8 (min. 0-1-8), 5=28/Mechanical
Max Horz 2=64(LC 6)
Max Uplift 2=-33(LC 6), 5=-21(LC 6)
Max Grav 2=130(LC 1), 5=34(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J05
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419858
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWxRyKvTT0S2n56flzPqW2
Scale = 1:10.3
T1
B1
HW1
1
2
3
4
5
3x6
1-1-15
1-1-15
1-2-9
0-0-11
-1-0-0
1-0-0
1-2-9
1-2-9
0-7-121-5-78.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.07
0.04
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=130/0-3-8 (min. 0-1-8), 5=28/Mechanical
Max Horz 2=64(LC 6)
Max Uplift 2=-33(LC 6), 5=-21(LC 6)
Max Grav 2=130(LC 1), 5=34(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J04
Truss Type
Jack-Closed Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419859
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWt8yGvTT0S2n56flzPqW2
Scale = 1:15.4
T1
B1
HW1
1
2
3
4
6x8
2-8-4
2-8-4
-1-0-0
1-0-0
2-8-4
2-8-4
0-7-122-5-48.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.35
0.30
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
2-4
2-4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)4=98/Mechanical, 2=176/0-3-8 (min. 0-1-8)
Max Horz 2=106(LC 6)
Max Uplift 4=-57(LC 6), 2=-26(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
CG04
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419860
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?I5W__mhy8dUiZEzPqWJ
Scale = 1:30.8
W1
T1
B1
W3
W2
1
2
3 4
7
6
5
1.5x4
3x4
1.5x4
3x4
2-7-6
2-7-6
2-7-12
0-0-6
-1-5-0
1-5-0
2-7-12
2-7-12
4-1-125-4-125.66 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.23
0.04
0.07
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=214/0-4-9 (min. 0-1-8), 6=73/Mechanical
Max Horz 7=128(LC 6)
Max Uplift 6=-160(LC 6)
Max Grav 7=214(LC 1), 6=73(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-6=-0/294
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=160.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J06
Truss Type
Jack-Open Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419861
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxZEJYzB8ZOqbiMAZzPqWG
Scale = 1:8.6
T1
B1
HW1
1
2
3
4
5
3x6
0-10-14
0-10-14
0-11-11
0-0-14
-1-0-0
1-0-0
0-11-11
0-11-11
0-6-121-1-97.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
2
2
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 4 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=132/0-3-8 (min. 0-1-8), 5=6/Mechanical
Max Horz 2=50(LC 6)
Max Uplift 2=-45(LC 6), 5=-5(LC 6)
Max Grav 2=132(LC 1), 5=22(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J07
Truss Type
JACK-OPEN TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419862
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxZEJYzB8ZOqbiMAZzPqWG
Scale = 1:8.6
T1
B1
HW1
1
2
3
4
5
3x6
0-10-13
0-10-13
0-11-11
0-0-14
-1-0-0
1-0-0
0-11-11
0-11-11
0-6-121-1-97.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
2
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 4 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=132/0-3-8 (min. 0-1-8), 5=6/Mechanical
Max Horz 2=50(LC 6)
Max Uplift 2=-45(LC 6), 5=-4(LC 6)
Max Grav 2=132(LC 1), 5=22(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J08
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419863
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3zvMaHCuzbHRrfCBzPqW1
Scale = 1:30.7
W1
T1
T2
W2
B1
W2
1
2
3 4
7
6
5
3x6
3x6
4x6 3x6
3x6
1.5x4
1-11-0
1-11-0
3-11-0
2-0-0
-1-0-0
1-0-0
1-11-0
1-11-0
3-11-0
2-0-0
4-1-125-5-18.00 12
Plate Offsets (X,Y): [2:0-3-0,0-1-4], [3:0-3-12,0-2-0], [4:Edge,0-2-8], [5:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.67
0.35
0.15
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
0.04
-0.00
(loc)
6-7
6-7
5
l/defl
>863
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals,
and 2-0-0 oc purlins: 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 4
REACTIONS (lb/size)7=263/0-3-8 (min. 0-1-8), 5=180/Mechanical
Max Horz 7=160(LC 4)
Max Uplift 7=-263(LC 3), 5=-335(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=263, 5=335.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 416 lb up at 1-11-0 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-80(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J09
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419864
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3zvMaHCuzbHRrfCBzPqW1
Scale = 1:30.7
W1
T1
T2
W2
B1
W2
1
2
3 4
7
6
5
3x6
3x6
4x6 3x6
3x6
1.5x4
1-11-0
1-11-0
3-11-0
2-0-0
-1-0-0
1-0-0
1-11-0
1-11-0
3-11-0
2-0-0
4-1-125-5-18.00 12
Plate Offsets (X,Y): [2:0-3-0,0-1-4], [3:0-3-12,0-2-0], [4:Edge,0-2-8], [5:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.67
0.35
0.15
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.05
0.04
-0.00
(loc)
6-7
6-7
5
l/defl
>863
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals,
and 2-0-0 oc purlins: 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 4
REACTIONS (lb/size)7=263/0-3-8 (min. 0-1-8), 5=180/Mechanical
Max Horz 7=160(LC 4)
Max Uplift 7=-263(LC 3), 5=-335(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=263, 5=335.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 416 lb up at 1-11-0 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 6=-80(B)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J10
Truss Type
Jack-Closed Truss
Qty
3
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419865
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3?tMeHCvwbHRrfCBzPqW1
Scale = 1:37.7
W1
T1
W3
B1
W2
1
2
3
5 4
1.5x4
3x4
1.5x4
3x4
3-11-0
3-11-0
-1-0-0
1-0-0
3-11-0
3-11-0
4-1-126-9-16-5-90-3-88.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.54
0.10
0.09
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: 25 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W3: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=223/0-3-8 (min. 0-1-8), 4=137/0-1-8 (min. 0-1-8)
Max Horz 5=196(LC 5)
Max Uplift 5=-87(LC 4), 4=-160(LC 5)
Max Grav 5=223(LC 1), 4=185(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=160.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J11
Truss Type
Jack-Closed Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419866
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr32OMfUCv3bHRrfCBzPqW1
Scale = 1:31.1
W1
T1
W3
B1
W2
1
2
3
5 4
1.5x4
3x4
1.5x4
3x4
1-11-0
1-11-0
-1-0-0
1-0-0
1-11-0
1-11-0
4-1-125-5-18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.38
0.02
0.08
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=156/0-3-8 (min. 0-1-8), 4=47/Mechanical
Max Horz 5=156(LC 5)
Max Uplift 5=-175(LC 4), 4=-232(LC 5)
Max Grav 5=242(LC 5), 4=220(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=175, 4=232.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J12
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419867
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3z5MZHCwlbHRrfCBzPqW1
Scale = 1:16.9
T1
T2
W1
B1
B2
B3
B4
B5
HW1
W1
1
2
3
4
5 6
12
11
10
9
8 7
4x6 3x6
3x6
2x4
1.5x4
3x4
2x4
3x4
3x4
3x6
1.5x4
1-9-8
1-9-8
2-9-8
1-0-0
3-2-7
0-4-15
4-11-7
1-9-0
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
3-2-7
0-4-15
4-11-7
1-9-0
0-7-122-9-61-10-60-11-00-5-80-5-82-9-68.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [5:0-3-12,0-2-0], [6:Edge,0-2-8], [7:Edge,0-2-8], [9:0-2-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.65
0.42
0.03
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
0.02
(loc)
9
9
7
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2 *Except*
B2,B4: 2 X 3 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals,
and 2-0-0 oc purlins: 5-6.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 6
REACTIONS (lb/size)7=361/Mechanical, 2=341/0-3-8 (min. 0-1-8)
Max Horz 2=68(LC 4)
Max Uplift 7=-79(LC 4), 2=-65(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-370/45, 3-4=-343/74
BOT CHORD 10-11=-63/251
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 86 lb up at 3-2-7 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-6=-60, 2-12=-20, 10-11=-20, 7-9=-20
Concentrated Loads (lb)
Vert: 8=-254(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J13
Truss Type
Jack-Closed Truss
Qty
4
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419868
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bEGmxyxNWlV5aDkezPqW0
Scale = 1:22.9
T1
W1
B1
B2
B3
B4
B5
HW1
1
2
3
4
5
10
9
8
7
6
2x4
1.5x4
1.5x4
2x4
1.5x4
2x4
3x4
3x6
3x4
1-9-8
1-9-8
2-9-8
1-0-0
4-11-7
2-1-15
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
4-11-7
2-1-15
0-7-123-11-62-8-141-2-80-11-00-5-80-5-88.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [4:0-1-12,0-1-0], [5:0-2-0,0-0-12], [6:Edge,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.31
0.26
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.01
(loc)
8
8
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2 *Except*
B2,B4: 2 X 3 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=258/0-3-8 (min. 0-1-8), 6=186/0-1-8 (min. 0-1-8)
Max Horz 2=99(LC 5)
Max Uplift 2=-30(LC 6), 6=-34(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J14
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419869
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bDAmyXxNWlV5aDkezPqW0
Scale = 1:22.9
T1
W1
B1
B2
B3HW1
1
2
3
4
7
6
5
3x4
1.5x4
2x4
3x4
3x6
3x6
1-9-8
1-9-8
4-11-7
3-1-15
-1-0-0
1-0-0
1-9-8
1-9-8
4-11-7
3-1-15
0-7-123-11-63-2-60-9-00-5-88.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [5:Edge,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.38
0.23
0.00
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: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2 *Except*
B2: 2 X 3 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=258/0-3-8 (min. 0-1-8), 5=186/0-1-8 (min. 0-1-8)
Max Horz 2=105(LC 5)
Max Uplift 2=-31(LC 6), 5=-33(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J15
Truss Type
Jack-Closed Truss
Qty
7
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419870
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bF5mzPxNWlV5aDkezPqW0
Scale = 1:22.9
T1
W1
B1
HW1
1
2
3
4
1.5x4
3x6
1.5x4
-1-0-0
1-0-0
4-11-7
4-11-7
0-7-123-11-63-7-140-3-88.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.25
0.17
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.00
(loc)
2-4
2-4
4
l/defl
>999
>718
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=258/0-3-8 (min. 0-1-8), 4=186/0-1-8 (min. 0-1-8)
Max Horz 2=111(LC 5)
Max Uplift 2=-31(LC 6), 4=-33(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J16
Truss Type
Jack-Closed Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419871
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxY2JXXB8NOqbiMAZzPqWG
Scale = 1:16.3
T1
B1
B2
B3
B4
B5
HW1
W1
1
2
3
4
5
6
12
11
10
9
8
7
3x6
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1-9-8
1-9-8
2-9-8
1-0-0
3-5-15
0-8-7
3-6-13
0-0-14
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
3-6-13
0-9-5
0-6-122-7-111-8-110-11-00-5-80-5-87.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.07
0.11
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
11
11
8
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2 *Except*
B2,B4: 2 X 3 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=205/0-3-8 (min. 0-1-8), 8=137/Mechanical
Max Horz 2=86(LC 6)
Max Uplift 2=-28(LC 6), 8=-30(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J17
Truss Type
Jack-Open Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419872
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bHPm_xxNWlV5aDkezPqW0
Scale = 1:11.2
T1
B1
HW1
1
2
3
4
5
3x6
1-5-1
1-5-1
1-5-12
0-0-11
-1-0-0
1-0-0
1-5-12
1-5-12
0-7-121-7-98.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.11
0.07
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2
2-5
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 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=136/0-3-8 (min. 0-1-8), 5=44/Mechanical
Max Horz 2=71(LC 6)
Max Uplift 2=-30(LC 6), 5=-29(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J18
Truss Type
Jack-Open Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419873
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxYwJYlB8ZOqbiMAZzPqWG
Scale = 1:9.5
T1
B1
HW1
1
2
3
4
5
3x6
1-2-8
1-2-8
1-3-6
0-0-14
-1-0-0
1-0-0
1-3-6
1-3-6
0-6-121-3-117.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.07
0.04
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.00
(loc)
2
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-3-6 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=134/0-3-8 (min. 0-1-8), 5=28/Mechanical
Max Horz 2=57(LC 6)
Max Uplift 2=-41(LC 6), 5=-15(LC 6)
Max Grav 2=134(LC 1), 5=34(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J19
Truss Type
Jack-Open Truss
Qty
13
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419874
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bF5mzPxNqlV5aDkezPqW0
Scale = 1:22.9
T1
B1
HW1
W1
1
2
3
4
1.5x4
3x6
1.5x4
4-11-7
4-11-7
-1-0-0
1-0-0
4-11-7
4-11-7
0-7-123-11-60-3-88.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.25
0.17
0.04
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.00
(loc)
2-4
2-4
l/defl
>999
>717
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=258/0-3-8 (min. 0-1-8), 4=186/0-1-8 (min. 0-1-8)
Max Horz 2=124(LC 6)
Max Uplift 2=-11(LC 6), 4=-53(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
J20
Truss Type
Jack-Open Truss
Qty
4
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419875
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-Xfebfrq3HgTrJMODEof2ahxZLJYzB8ZOqbiMAZzPqWG
Scale = 1:11.0
T1
B1
HW1
1
2
3
43x6
1-9-3
1-9-3
-0-11-4
0-11-4
1-9-3
1-9-3
0-6-131-7-31-2-47.00 12
Plate Offsets (X,Y): [2:0-3-0,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.05
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
2
2-4
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=143/0-3-8 (min. 0-1-8), 4=17/Mechanical, 3=35/Mechanical
Max Horz 2=52(LC 6)
Max Uplift 2=-31(LC 6), 3=-21(LC 6)
Max Grav 2=143(LC 1), 4=34(LC 2), 3=35(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
M01
Truss Type
Monopitch Truss
Qty
8
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419876
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6Prmj?i78FKZovzk91ozPqWK
Scale = 1:17.5
T1
W2
B1
W1
1
2
3
5 4
6 7
5x6
3x4
3x6
3x4
7-2-12
7-2-12
-1-0-0
1-0-0
7-2-12
7-2-12
0-3-152-8-141-11-140-9-04.00 12
Plate Offsets (X,Y): [2:0-1-12,0-1-8], [3:0-2-12,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.65
0.21
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.15
-0.01
(loc)
2-5
2-5
7
l/defl
>999
>555
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud *Except*
W1: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=355/0-3-8 (min. 0-1-8), 7=257/0-1-8 (min. 0-1-8)
Max Horz 2=75(LC 6)
Max Uplift 2=-52(LC 4), 7=-25(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-259/26
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
M02
Truss Type
MONOPITCH TRUSS
Qty
5
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419877
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6Prmlki2xFKBovzk91ozPqWK
Scale = 1:19.8
T1
W2
B1
W1
1
2
3
4
6 5
3x6
2x4
1.5x4
1.5x4 4x8
-1-0-0
1-0-0
4-8-4
4-8-4
8-9-4
4-1-0
0-3-153-1-82-10-00-3-84.00 12
Plate Offsets (X,Y): [4:0-0-11,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.54
0.54
0.02
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.14
-0.32
0.00
(loc)
2-6
2-6
5
l/defl
>719
>317
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 6 SPF No.2 *Except*
W1: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=409/0-3-8 (min. 0-1-8), 5=331/0-1-8 (min. 0-1-8)
Max Horz 2=102(LC 5)
Max Uplift 2=-60(LC 4), 5=-34(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-297/30
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
M03
Truss Type
Monopitch Truss
Qty
6
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419878
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-XwA0Df1kGvcQrzBUktT1mG8Pm9JdgqmuklKmG4zPqW?
Scale = 1:22.8
T1 W1
B1
HW1
1
2
3
4
1.5x4
3x6
1.5x4
4-11-2
4-11-2
-0-11-4
0-11-4
4-11-2
4-11-2
0-7-123-11-33-7-110-3-88.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [4:0-2-0,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.26
0.17
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.03
-0.08
0.00
(loc)
2-4
2-4
4
l/defl
>999
>711
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=254/0-3-8 (min. 0-1-8), 4=188/0-1-8 (min. 0-1-8)
Max Horz 2=111(LC 5)
Max Uplift 2=-29(LC 6), 4=-33(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T01
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419879
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:30 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?rCzsBri1_bixWzPoWAH6uUVIjhRwQgX3FSwi?zPqWF
Scale = 1:77.8
T2
T3
B2 F3
B3
B5 B6
W3
HW1
W10
B1
W1
W2
T1
W8
F2
F4
W5
W4
W7
W9
F5W6
1 2
3 4
5
6
7
8
9
14 13 12
11 10
3x6
5x10 MT18H
6x6
1.5x4
1.5x4
1.5x4
1.5x4 5x8
3x4
1.5x4
3x6
6x10 3x6
3x4
3x4
4x8
1.5x4
3x6
5x12
3x4
1.5x4
1.5x4
1-9-8
1-9-8
2-9-8
1-0-0
8-0-4
5-2-12
13-3-0
5-2-12
14-3-0
1-0-0
17-2-13
2-11-13
20-2-4
2-11-7
26-4-0
6-1-12
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
8-0-4
5-2-12
13-3-0
5-2-12
14-3-0
1-0-0
17-2-13
2-11-13
26-4-0
9-1-3
0-6-1210-7-65-3-110-11-07.00 12
4.40 12 1.95 12
Plate Offsets (X,Y): [2:0-1-10,0-1-12], [2:0-0-3,Edge], [4:0-1-8,0-1-8], [9:0-3-8,Edge], [11:0-4-8,0-3-0], [12:0-1-3,0-1-0], [12:0-4-4,0-2-8], [14:0-6-4,Edge], [16:0-1-12,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.99
0.84
0.71
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.37
0.16
(loc)
10-11
10-11
10
l/defl
>999
>840
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 130 lb FT = 20%
GRIP
197/144
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 3 SPF No.2 *Except*
B3,B6,B4: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1
WEBS 2 X 3 SPF No.2 *Except*
W10: 2 X 4 SPF No.2, W8: 2 X 4 SP No.2
SLIDER Left 2 X 3 SPF No.2 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-11
REACTIONS (lb/size)10=1046/Mechanical, 2=1109/0-3-8 (min. 0-1-8)
Max Horz 2=305(LC 5)
Max Uplift 10=-42(LC 6), 2=-85(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1756/164, 3-4=-3100/263, 4-5=-1797/144, 5-6=-1222/141, 6-7=-1127/158, 7-8=-1147/222,
8-9=-873/163, 9-10=-951/120
BOT CHORD 13-14=-304/2431, 12-13=-127/1520, 2-14=-323/2710, 11-12=-19/659
WEBS 5-13=0/408, 4-14=-38/825, 4-13=-929/180, 8-11=-310/96, 5-12=-689/130, 8-12=-152/876, 9-11=-4/629
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 22.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T02
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419880
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:30 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?rCzsBri1_bixWzPoWAH6uUVbjn4wPEX3FSwi?zPqWF
Scale: 3/16"=1’
T1
T2
T3
T4
B1
W3
W4
W5
W6
W7
W1 W9
W2 W8
B2
1
2
3
4
5
11 10 9 8 7 6
4x8 5x12
5x6
6x6
1.5x4 3x6 4x8 1.5x4 3x6
4x6
3x8
2-5-15
2-5-15
10-2-15
7-9-0
17-2-13
6-11-15
26-4-0
9-1-3
2-5-15
2-5-15
10-2-15
7-9-0
17-2-13
6-11-15
26-4-0
9-1-3
5-1-06-4-1010-7-65-3-116-4-107.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-4-0,0-1-11], [3:0-6-0,0-1-15], [5:0-3-8,Edge], [10:0-3-0,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.98
0.48
0.81
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.36
0.04
(loc)
6-7
6-7
6
l/defl
>999
>873
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 132 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
WEBS 1 Row at midpt 3-10, 3-7
REACTIONS (lb/size)11=1043/Mechanical, 6=1043/0-3-8 (min. 0-1-10)
Max Horz 11=294(LC 5)
Max Uplift 11=-60(LC 6), 6=-35(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-449/110, 2-3=-412/116, 3-4=-843/176, 4-5=-874/166, 1-11=-1058/92, 5-6=-948/124
BOT CHORD 10-11=-248/258, 9-10=-55/1102, 8-9=-53/1104, 7-8=-53/1104
WEBS 3-10=-877/69, 3-9=0/286, 3-7=-651/127, 4-7=-3/402, 1-10=-51/960, 5-7=-11/631
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T03
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419881
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:31 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-T1mL3XsKoIjZYgYcMDhWf60iy67IfvChHvBTESzPqWE
Scale = 1:65.4
T1
T2
T3
T4
B1
W3 W4 W5
W6 W7
W1 W9
W2 W8
B2
1
2
3
4
5
11 10 9 8 7 6
4x8 4x10
4x6
6x6
1.5x4 3x6 3x4 3x4 3x6
5x6
3x8
4-9-5
4-9-5
12-6-5
7-9-0
17-2-13
4-8-8
26-4-0
9-1-3
4-9-5
4-9-5
12-6-5
7-9-0
17-2-13
4-8-8
26-4-0
9-1-3
5-1-07-8-1010-7-65-3-117-8-107.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-3-12,0-1-0], [3:0-5-0,0-1-15], [5:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.87
0.41
0.63
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.38
0.02
(loc)
6-7
6-7
6
l/defl
>999
>818
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W4,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-2-0 max.): 2-3.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-7, 5-6
REACTIONS (lb/size)11=1043/Mechanical, 6=1043/0-3-8 (min. 0-1-10)
Max Horz 11=294(LC 5)
Max Uplift 11=-60(LC 6), 6=-35(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-691/138, 2-3=-942/176, 3-4=-796/188, 4-5=-870/168, 1-11=-1015/105, 5-6=-945/127
BOT CHORD 10-11=-249/263, 9-10=-142/582, 8-9=-39/939, 7-8=-39/939
WEBS 2-10=-457/123, 2-9=-34/498, 3-7=-619/119, 4-7=-30/421, 1-10=-39/830, 5-7=-6/618
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) The Fabrication Tolerance at joint 3 = 17%
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T04
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419882
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:31 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-T1mL3XsKoIjZYgYcMDhWf60gC672fx6hHvBTESzPqWE
Scale = 1:67.9
T1
T2
T3
T4
B2
W3 W4 W5
W6
W7
W1 W2
W9W8
B1
1
2
3
4
5
11 10 9 8 7 6
4x10
4x6
6x6
3x6 3x6 3x4
3x4
5x8
2x4
4x6
3x12
7-0-12
7-0-12
14-9-12
7-9-0
17-2-13
2-5-1
26-4-0
9-1-3
7-0-12
7-0-12
14-9-12
7-9-0
17-2-13
2-5-1
26-4-0
9-1-3
5-1-09-0-1010-7-65-3-119-0-107.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-5-0,0-1-0], [3:0-4-0,0-1-15], [5:0-3-8,Edge], [7:0-5-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.98
0.43
0.51
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.36
0.02
(loc)
6-7
6-7
6
l/defl
>999
>880
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 148 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W4,W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-9-11 max.): 2-3.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-10, 3-8, 3-7
REACTIONS (lb/size)6=1043/0-3-8 (min. 0-1-10), 11=1043/Mechanical
Max Horz 11=294(LC 5)
Max Uplift 6=-35(LC 6), 11=-60(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-835/155, 2-3=-784/183, 3-4=-737/192, 4-5=-872/169, 1-11=-982/116, 5-6=-946/128
BOT CHORD 10-11=-251/271, 9-10=-113/653, 8-9=-113/653, 7-8=-29/784
WEBS 2-10=-276/128, 3-7=-643/118, 4-7=-40/488, 1-10=-45/757, 5-7=0/627
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T05
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419883
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZrAWTJOL8qWZx1muzPqWD
Scale: 3/16"=1’
T1
T2 T3
B2
W6W5
W4
W1 W8W7
W3
W2
B1
1 2
3
4
5
10 9 8 7 6
11
3x6
4x10
5x6
6x6
3x6 3x6 3x8
3x4
3x4 3x6
7-11-8
7-11-8
8-9-7
0-9-15
17-2-13
8-5-6
26-4-0
9-1-3
0-2-8
0-2-8
7-11-8
7-9-0
11-6-5
3-6-14
17-2-13
5-8-8
26-4-0
9-1-3
0-3-85-0-1010-7-65-3-115-0-107.00 12
Plate Offsets (X,Y): [1:0-3-8,0-1-8], [2:0-5-0,0-1-15], [5:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.97
0.43
0.59
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.38
0.04
(loc)
9-10
9-10
6
l/defl
>999
>823
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SP No.2 *Except*
W5,W4,W1: 2 X 3 SPF No.2, W8: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 1-2, 1-11.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-7, 2-10
REACTIONS (lb/size)6=1043/0-3-8 (min. 0-1-10), 10=1043/Mechanical
Max Horz 10=305(LC 6)
Max Uplift 6=-36(LC 7), 10=-59(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1492/181, 3-4=-783/154, 4-5=-876/144, 5-6=-951/136
BOT CHORD 9-10=-217/1267, 8-9=-156/959, 7-8=-156/959
WEBS 4-7=0/401, 3-7=-543/127, 3-9=-79/640, 5-7=-33/636, 2-9=-431/180, 2-10=-1417/153
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T06
Truss Type
Common Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419884
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZrxWTJOOjqWZx1muzPqWD
Scale: 3/16"=1’
T2
T3
B2
W1
W2
W3 W4
HW1
W6W5
T1
B1
1
2
3
4
5
6
10 9 8 7
3x6
4x6
6x6
3x6 3x6 3x4
1.5x4
3x4
4x8
3x8
8-9-7
8-9-7
17-2-13
8-5-6
26-4-0
9-1-3
5-9-14
5-9-14
11-6-5
5-8-8
17-2-13
5-8-8
26-4-0
9-1-3
0-6-1210-7-65-3-117.00 12
Plate Offsets (X,Y): [1:0-3-8,Edge], [6:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.99
0.43
0.42
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.37
0.04
(loc)
7-8
1-10
7
l/defl
>999
>833
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 117 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W4,W5: 2 X 4 SP No.2, W6: 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-8
REACTIONS (lb/size)7=1042/Mechanical, 1=1042/0-3-8 (min. 0-1-10)
Max Horz 1=301(LC 5)
Max Uplift 7=-42(LC 6), 1=-53(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1608/148, 2-3=-1401/145, 3-4=-1260/162, 4-5=-805/175, 5-6=-873/161, 6-7=-948/119
BOT CHORD 1-10=-156/1308, 9-10=-56/969, 8-9=-56/969
WEBS 2-10=-279/147, 4-10=-13/461, 4-8=-563/149, 5-8=-9/404, 6-8=-5/629
NOTES (7-10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T07
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419885
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZruWTLOKEqWZx1muzPqWD
Scale: 3/16"=1’
W1
T1
T2
T3
B1
W6W5
W4
W8W7
W3
B2
W2
1
2
3
4
5
10 9 8 7 6
4x6
3x4 4x8
4x6
6x6
3x6 3x8
3x4
3x4 3x6
5-8-1
5-8-1
8-9-7
3-1-6
17-2-13
8-5-6
26-4-0
9-1-3
5-8-1
5-8-1
11-6-5
5-10-5
17-2-13
5-8-8
26-4-0
9-1-3
3-8-1010-7-65-3-113-8-107.00 12
Plate Offsets (X,Y): [2:0-4-0,0-1-15], [5:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.99
0.43
0.64
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.37
0.04
(loc)
9-10
9-10
6
l/defl
>999
>851
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 124 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W6,W7: 2 X 4 SP No.2, W8: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 1-2.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-7, 2-10
JOINTS 1 Brace at Jt(s): 1
REACTIONS (lb/size)10=1043/Mechanical, 6=1043/Mechanical
Max Horz 10=296(LC 5)
Max Uplift 10=-57(LC 6), 6=-39(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1412/162, 3-4=-808/176, 4-5=-875/162, 5-6=-951/120
BOT CHORD 9-10=-140/1339, 8-9=-55/972, 7-8=-55/972
WEBS 4-7=-10/408, 3-7=-565/141, 3-9=-3/462, 5-7=-5/632, 2-9=-311/145, 2-10=-1521/154
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T08
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419886
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:33 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PQu6UDtaKvzGozi_Tek_kX62NwpR7mM_lDgaJKzPqWC
Scale = 1:63.3
W1
T1
T2
T4
B2
W2
W5
W7
W9W8
W6
W3 W4
B1
T3
1
2
3
4
5
6
12 11 10 9 8 7
3x6
1.5x4 4x10
3x6
4x6
6x6
3x6 3x6 3x4
3x4
3x8 1.5x4
3-4-10
3-4-10
8-9-7
5-4-13
17-2-13
8-5-6
26-4-0
9-1-3
3-4-10
3-4-10
5-9-14
2-5-4
11-6-5
5-8-8
17-2-13
5-8-8
26-4-0
9-1-3
2-4-1010-7-65-3-112-4-107.00 12
Plate Offsets (X,Y): [2:0-5-0,0-1-15], [6:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.88
0.44
0.72
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.31
0.05
(loc)
7-8
7-8
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 123 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 1-2.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 4-8
JOINTS 1 Brace at Jt(s): 1
REACTIONS (lb/size)12=1043/Mechanical, 7=1043/Mechanical
Max Horz 12=298(LC 5)
Max Uplift 12=-54(LC 6), 7=-41(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1416/118, 3-4=-1194/143, 4-5=-818/179, 5-6=-875/161, 6-7=-951/118
BOT CHORD 11-12=-200/1506, 10-11=-197/1508, 9-10=-63/987, 8-9=-63/987
WEBS 2-12=-1787/186, 4-10=0/408, 5-8=-20/419, 6-8=-2/628, 4-8=-590/165, 2-10=-429/156
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T09
Truss Type
Special Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419887
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:33 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PQu6UDtaKvzGozi_Tek_kX60ewpx7rz_lDgaJKzPqWC
Scale = 1:65.4
W1
T1
T3
T4
B2
W4
W5
W9
W6 W7
W8
W3
W2
T2
B1
1
2
3
4
5
6
7
13 12 11 10 9 8
3x6
2x4
6x6
3x6
4x6
6x6
3x6 3x6 3x4
1.5x4
3x4
3x8
1.5x4 1-1-3
1-1-3
8-9-7
7-8-4
26-4-0
17-6-9
1-1-3
1-1-3
5-9-14
4-8-11
11-6-5
5-8-8
17-2-13
5-8-8
26-4-0
9-1-3
1-0-1010-7-65-3-111-0-107.00 12
Plate Offsets (X,Y): [7:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.99
0.40
0.42
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.32
0.04
(loc)
8-9
8-9
8
l/defl
>999
>987
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 118 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W9: 2 X 4 SPF No.2, W7,W8: 2 X 4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 1-2.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-9
JOINTS 1 Brace at Jt(s): 1
REACTIONS (lb/size)13=1043/Mechanical, 8=1043/Mechanical
Max Horz 13=300(LC 5)
Max Uplift 13=-53(LC 6), 8=-42(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1585/149, 3-4=-1392/144, 4-5=-1251/161, 5-6=-808/175, 6-7=-875/161, 7-8=-951/119
BOT CHORD 12-13=-163/1301, 11-12=-151/1312, 10-11=-56/971, 9-10=-56/971
WEBS 3-11=-290/140, 5-11=-11/450, 5-9=-564/150, 6-9=-9/407, 7-9=-4/632, 2-13=-1561/91
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T11
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419888
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeBMKBPsK57ztQ7rmzPqWB
Scale = 1:54.8
T1
T2
T3
B2
W3 W4 W5 W4 W3
W1 W7
W2 W6
B1
1
2 3 4
5
11 10 9 8 7 6
4x8 4x8
3x6 2x4 3x4
1.5x4
3x8
3x4 3x4
5x6
4x6
7-2-6
7-2-6
13-4-5
6-1-15
19-6-4
6-1-15
26-4-0
6-9-12
7-2-6
7-2-6
13-4-5
6-1-15
19-6-4
6-1-15
26-4-0
6-9-12
5-1-09-1-99-3-65-3-119-1-97.00 12
Plate Offsets (X,Y): [1:Edge,0-2-4], [2:0-3-12,0-1-0], [4:0-4-0,0-1-0], [5:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.99
0.26
0.30
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.16
0.02
(loc)
10-11
10-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W4: 2 X 4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-10, 3-9, 4-7
REACTIONS (lb/size)6=1045/0-3-8 (min. 0-1-10), 11=1045/Mechanical
Max Horz 11=262(LC 5)
Max Uplift 6=-13(LC 7), 11=-14(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-835/161, 2-3=-797/192, 3-4=-797/192, 4-5=-800/161, 1-11=-976/123, 5-6=-981/123
BOT CHORD 9-10=-180/645, 8-9=-86/621, 7-8=-86/621
WEBS 2-10=-280/131, 2-9=-146/339, 3-9=-380/175, 4-9=-144/373, 4-7=-316/134, 1-10=-73/733, 5-7=-75/738
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T14
Truss Type
Common Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419889
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8Gn9EtgqvuklKmG4zPqW?
Scale = 1:49.0
T1 T1
B1
W2
W1 W1
1
2
3
6 5 4
4x6
4x6
4x6
3x8 3x8
1.5x4
5-11-0
5-11-0
11-10-0
5-11-0
5-11-0
5-11-0
11-10-0
5-11-0
4-1-128-1-14-1-128.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.83
0.47
0.06
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.33
0.00
(loc)
5
5
4
l/defl
>999
>419
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF No.2 *Except*
W2: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=462/0-3-8 (min. 0-1-8), 4=462/0-3-8 (min. 0-1-8)
Max Horz 6=223(LC 5)
Max Uplift 6=-17(LC 7), 4=-17(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-308/120, 2-3=-308/120, 1-6=-327/93, 3-4=-327/93
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T16
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419890
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeHqKAwsCa7ztQ7rmzPqWB
Scale = 1:51.0
T1
T2
T4
B2
W3 W4 W5 W4 W3
W1 W2
W7W6
T3
B1
1
2 3 4 5
6
12 11 10 9 8 7
4x8
3x6
3x6 1.5x4 3x4
1.5x4
3x8
4x8
3x4 1.5x4
5x6
5x8
4-10-15
4-10-15
13-4-5
8-5-6
21-9-11
8-5-6
26-4-0
4-6-5
4-10-15
4-10-15
13-4-5
8-5-6
21-9-11
8-5-6
26-4-0
4-6-5
5-1-07-9-97-11-65-3-117-9-97.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-4-0,0-1-0], [5:0-4-0,0-1-0], [6:Edge,0-1-8], [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.58
0.36
0.78
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.10
-0.27
0.02
(loc)
8-10
8-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 131 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W4: 2 X 4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-1-3 max.): 2-5.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)7=1045/0-3-8 (min. 0-1-10), 12=1045/Mechanical
Max Horz 12=231(LC 5)
Max Uplift 7=-50(LC 4), 12=-47(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-715/146, 2-3=-982/194, 3-4=-980/192, 4-5=-980/194, 5-6=-652/144, 1-12=-1014/114, 6-7=-1020/114
BOT CHORD 10-11=-198/587, 9-10=-104/552, 8-9=-104/552
WEBS 2-11=-446/165, 2-10=-151/562, 3-10=-561/230, 5-10=-152/603, 5-8=-492/174, 1-11=-103/822,
6-8=-108/834
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T18
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419891
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeH4K7VsD37ztQ7rmzPqWB
Scale = 1:46.5
T1
T2
T4
B2
W3
W4
W5 W5
W4
W3
W1 W2
W7W6
T3
B1
1
2 3 4 5 6
7
13 12 11 10 9 8
4x6
3x6
3x8 1.5x4 4x8
3x4
3x4
3x4
1.5x4
5x6
4x8
5x6
4x6
2-7-8
2-7-8
13-4-5
10-8-13
24-1-2
10-8-13
26-4-0
2-2-14
2-7-8
2-7-8
9-9-6
7-1-14
16-11-4
7-1-14
24-1-2
7-1-14
26-4-0
2-2-14
5-1-06-5-96-7-65-3-116-5-97.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-3-0,0-1-12], [6:0-3-0,0-1-12], [7:Edge,0-1-8], [9:0-1-8,0-1-12], [12:0-4-0,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.62
0.57
0.75
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.59
0.05
(loc)
11-12
11-12
8
l/defl
>999
>531
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-2-5 max.): 2-6.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 5-9
REACTIONS (lb/size)8=1045/0-3-8 (min. 0-1-10), 13=1045/Mechanical
Max Horz 13=200(LC 5)
Max Uplift 8=-102(LC 4), 13=-97(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-484/111, 2-3=-428/114, 3-4=-1120/160, 4-5=-1120/160, 5-6=-374/108, 6-7=-403/108, 1-13=-1083/87,
7-8=-1098/84
BOT CHORD 11-12=-277/1063, 10-11=-246/1045, 9-10=-246/1045
WEBS 3-12=-846/207, 3-11=0/250, 5-11=0/277, 5-9=-889/211, 1-12=-114/950, 7-9=-121/993
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 8=102.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T20
Truss Type
Half Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419892
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:35 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Mp?svvvqsWD_1HsNb3mSpyBL1kVybidGCX9hNDzPqWA
Scale = 1:46.5
T1 T2
W5
B1
W2 W3 W2 W3 W4W1
T3
B2
1 2 3 4 5 6
11 10 9 8 7
6x16 3x6 4x6
3x4 3x6 3x6 3x12
1.5x4 3x4
3x6
0-4-1
0-4-1
8-10-13
8-6-12
17-6-12
8-8-0
26-4-0
8-9-4
0-4-1
0-4-1
8-10-13
8-6-12
17-6-12
8-8-0
26-4-0
8-9-4
5-1-05-1-95-3-65-1-97.00 12
Plate Offsets (X,Y): [1:0-3-4,0-2-8], [6:0-2-12,0-2-0], [7:0-2-4,0-1-8], [8:0-2-4,0-1-8], [10:0-5-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.99
0.43
0.60
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.33
0.03
(loc)
10-11
8-10
7
l/defl
>999
>959
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 103 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2 *Except*
T1: 2 X 6 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W5: 2 X 4 SP No.2, W1: 2 X 4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (3-11-13 max.): 2-6.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-11
JOINTS 1 Brace at Jt(s): 6
REACTIONS (lb/size)7=1042/0-3-8 (min. 0-1-10), 11=1030/Mechanical
Max Horz 11=-165(LC 4)
Max Uplift 7=-175(LC 5), 11=-169(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-523/140, 2-3=-1355/225, 3-4=-1354/225, 4-5=-1354/225, 5-6=-1344/226, 6-7=-953/218,
1-11=-935/212
BOT CHORD 9-10=-269/1344, 8-9=-269/1344
WEBS 2-10=-248/1427, 3-10=-544/224, 5-8=-536/237, 6-8=-253/1445
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=175, 11=169.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T21
Truss Type
COMMON TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419893
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8Nx9H7gpSuklKmG4zPqW?
Scale = 1:33.6
T1 T1
B1
W2
W1
HW2
1
2
3
4
5
7
6
4x10 1.5x4
4x6
3x8
6-4-4
6-4-4
13-1-0
6-8-12
-1-4-8
1-4-8
6-4-4
6-4-4
13-1-0
6-8-12
14-1-0
1-0-0
0-10-125-1-90-7-128.00 12
Plate Offsets (X,Y): [4:0-3-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.44
0.27
0.08
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.15
-0.02
(loc)
6-10
6-10
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W1: 2 X 4 SPF Stud
WEDGE
Right: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=612/0-3-8 (min. 0-1-8), 4=574/0-3-8 (min. 0-1-8)
Max Horz 7=118(LC 5)
Max Uplift 7=-69(LC 6), 4=-54(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-581/81, 3-4=-572/79, 2-7=-544/136
BOT CHORD 6-7=0/397, 4-6=0/397
WEBS 3-6=0/268
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T21A
Truss Type
Common Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419894
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8LR9H3gpNuklKmG4zPqW?
Scale = 1:31.5
T1
T2
B1
W2
W1
HW2
1
2
3
4
6
5
4x10
4x6
1.5x4 3x8
6-4-4
6-4-4
13-1-0
6-8-12
6-4-4
6-4-4
13-1-0
6-8-12
14-1-0
1-0-0
0-10-125-1-90-7-128.00 12
Plate Offsets (X,Y): [3:0-3-0,0-1-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.54
0.27
0.09
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.18
0.01
(loc)
3-5
3-5
3
l/defl
>999
>850
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2 *Except*
W1: 2 X 4 SPF Stud
WEDGE
Right: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=515/0-3-0 (min. 0-1-8), 3=580/0-3-8 (min. 0-1-8)
Max Horz 6=-125(LC 4)
Max Uplift 6=-20(LC 6), 3=-54(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-596/84, 2-3=-615/80, 1-6=-454/83
BOT CHORD 5-6=0/414, 3-5=0/414
WEBS 2-5=0/283
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T22A
Truss Type
HIP TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419895
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:35 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Mp?svvvqsWD_1HsNb3mSpyBPokPzbieGCX9hNDzPqWA
Scale = 1:66.3
T2
T3
T4
F2
F3 F4F5 B2 F6 F7 B4
HW1
W9W8
W7
W3
B1
W1
W2
B3
F9F8
F10
W5
W4
W6
1 2
3
4
5
6
7 8
9
15 14
13 11 1012
3x6
4x6 4x8
4x6
1.5x4
1.5x4
1.5x4
1.5x4
5x12
4x8
1.5x4
1.5x4
5x8
3x4
4x8
1.5x4
3x6
3x4
3x4
3x4
1.5x4
1.5x4
3x6 3x8
1-9-8
1-9-8
2-9-8
1-0-0
8-0-4
5-2-12
13-3-0
5-2-12
14-3-0
1-0-0
14-11-6
0-8-6
19-6-5
4-6-15
26-4-0
6-9-11
-1-0-0
1-0-0
2-9-8
2-9-8
8-0-4
5-2-12
14-11-6
6-11-2
19-6-5
4-6-15
26-4-0
6-9-11
0-6-129-1-99-3-65-3-110-11-09-1-97.00 12
4.40 12 1.20 12
Plate Offsets (X,Y): [2:0-1-10,0-1-12], [2:0-0-3,Edge], [4:0-1-8,0-1-8], [7:0-3-4,0-1-12], [8:0-4-0,0-1-0], [9:Edge,0-1-12], [11:0-3-8,0-3-0], [12:0-3-0,0-1-8], [15:0-6-4,Edge], [17:0-1-12,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.75
0.82
0.60
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.36
0.18
(loc)
14-15
13-14
10
l/defl
>999
>870
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 126 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 3 SPF No.2 *Except*
B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1
WEBS 2 X 3 SPF No.2 *Except*
W9: 2 X 4 SP No.2
SLIDER Left 2 X 3 SPF No.2 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-9-1 max.): 7-8.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 8-11, 6-12
REACTIONS (lb/size)10=1046/0-3-8 (min. 0-1-10), 2=1109/0-3-8 (min. 0-1-8)
Max Horz 2=273(LC 5)
Max Uplift 10=-24(LC 6), 2=-82(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1747/138, 3-4=-3069/233, 4-5=-1819/134, 5-6=-1695/154, 6-7=-1109/164, 7-8=-867/181,
8-9=-790/156, 9-10=-972/116
BOT CHORD 14-15=-270/2408, 13-14=-142/1544, 2-15=-297/2678, 12-13=-146/1535, 11-12=-54/628
WEBS 4-15=-49/800, 9-11=-33/697, 8-11=-444/102, 6-14=0/453, 4-14=-881/157, 7-12=0/263, 6-12=-791/154,
8-12=-101/569
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 25.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T23
Truss Type
HIP TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419896
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:36 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-q?ZE7FvSdqLrfRQZ9mHhM9jZT7jPK9yQRBvEwfzPqW9
Scale = 1:69.3
T1
T2
T3
F2
F3 F4F5 B2
F6 F7 B4
W3
W8
HW1 W10
B3
W5
W4
W6
W7
F9F8F10B1
W1
W2 W9
1 2
3 4
5
6 7 8
9
15 14 13
12 11 10
4x6
4x8
5x6
1.5x4
1.5x4
1.5x4
1.5x4
5x12
4x6
1.5x4
1.5x4
10x10
3x4
3x4
3x4
4x10
2x4
3x6
3x8
3x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
1-9-8
1-9-8
2-9-8
1-0-0
7-8-11
4-11-3
12-7-15
4-11-3
13-3-0
0-7-1
14-3-0
1-0-0
21-9-11
7-6-11
28-11-8
7-1-13
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
7-8-11
4-11-3
12-7-15
4-11-3
13-3-0
0-7-1
14-3-0
1-0-0
17-2-13
2-11-14
21-9-11
4-6-14
28-11-8
7-1-13
0-6-127-9-97-11-63-9-50-11-07-9-97.00 12
0.88 12
4.40 12
Plate Offsets (X,Y): [2:0-0-14,0-2-0], [4:0-1-4,0-1-8], [6:0-3-0,0-1-12], [8:0-4-0,0-1-11], [9:Edge,0-2-4], [10:Edge,0-2-8], [15:0-6-4,Edge], [17:0-1-12,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.82
0.93
0.60
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.56
0.19
(loc)
11-12
11-12
10
l/defl
>999
>613
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 3 SPF No.2 *Except*
B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1
WEBS 2 X 3 SPF No.2
SLIDER Left 2 X 3 SPF No.2 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals,
and 2-0-0 oc purlins (5-0-13 max.): 6-8.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 14-15.
WEBS 1 Row at midpt 7-11
REACTIONS (lb/size)10=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8)
Max Horz 2=223(LC 5)
Max Uplift 10=-16(LC 7), 2=-77(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1938/139, 3-4=-3454/226, 4-5=-2058/186, 5-6=-1550/185, 6-7=-1275/188, 7-8=-863/174,
8-9=-1091/152, 9-10=-1093/121
BOT CHORD 14-15=-289/2705, 13-14=-172/1748, 12-13=-127/1133, 11-12=-134/1145, 2-15=-312/3017
WEBS 4-15=-42/923, 5-14=0/336, 8-11=-4/252, 6-13=0/472, 5-13=-597/132, 7-13=-17/262, 7-11=-592/166,
4-14=-978/142, 9-11=-38/899
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 25.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T23A
Truss Type
HIP TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419897
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:37 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-IB7dKaw5O8TiGb?liUowuNGrNX2m3dzZgreoS5zPqW8
Scale = 1:53.1
T1
T2
T3
F1
F2 F3
F4
B2 F5 F6
B4
HW1
W11
W5
W9W7
F8
F7
W6
W8
W10B1
W1 W3
W2
W4
1
2
3
4
5
6 7 8
9
16 15 14 13
12 11 10
4x6 4x8
1.5x4
1.5x4
1.5x4
1.5x4
5x12
5x16 MT18H 1.5x4
3x6
6x10 2x4
4x10
2x4
3x6
3x8
3x4
3x4
1.5x4
4x6
3x4
3x4
3x4
1-9-8
1-9-8
2-9-8
1-0-0
6-4-8
3-7-0
10-4-8
4-0-0
13-3-0
2-10-8
14-3-0
1-0-0
17-2-13
2-11-13
24-1-2
6-10-5
28-11-8
4-10-6
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
6-4-8
3-7-0
10-4-8
4-0-0
13-3-0
2-10-8
14-3-0
1-0-0
17-2-13
2-11-13
19-2-1
1-11-4
24-1-2
4-11-1
28-11-8
4-10-6
0-6-126-5-96-7-63-9-50-11-06-5-97.00 12
1.93 12
4.40 12
Plate Offsets (X,Y): [2:0-1-2,0-2-0], [4:0-1-4,0-1-8], [6:0-3-0,0-1-12], [8:0-4-0,0-0-12], [9:Edge,0-1-8], [11:0-1-12,0-1-8], [16:0-6-8,Edge], [18:0-1-12,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.36
0.99
0.55
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.25
-0.68
0.25
(loc)
13
12-13
10
l/defl
>999
>508
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 126 lb FT = 20%
GRIP
197/144
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 3 SPF No.2 *Except*
B2,B4: 2 X 4 SPF No.2, B3,B1: 2 X 4 SYP No.1
WEBS 2 X 3 SPF No.2
SLIDER Left 2 X 3 SPF No.2 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals,
and 2-0-0 oc purlins (4-4-1 max.): 6-8.
BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing.
REACTIONS (lb/size)10=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8)
Max Horz 2=192(LC 5)
Max Uplift 10=-21(LC 4), 2=-68(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1905/143, 3-4=-3401/254, 4-5=-2203/199, 5-6=-1809/199, 6-7=-1525/199, 7-8=-1367/204,
8-9=-930/143, 9-10=-1103/119
BOT CHORD 15-16=-354/2656, 14-15=-238/1890, 13-14=-190/1373, 11-12=-85/770, 12-13=-202/1381, 2-16=-391/2962
WEBS 4-16=-82/897, 6-14=0/548, 8-11=-478/131, 7-12=-583/206, 8-12=-140/842, 9-11=-84/928, 5-15=0/275,
4-15=-798/121, 5-14=-453/104
NOTES (11-14)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 24.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
12) BCSI1.
13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T24
Truss Type
HIP TRUSS
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419898
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-mOh?Xwxj9RbZulayGBJ9Rap0JxOfo?VjuVOL_YzPqW7
Scale = 1:53.0
T1
T2 T4 T5
W12
F3 F4
F5 F6 B2 F7 F8
B4
HW1
W10 W11W7
B3
F10F9
W3
W1 W2
W5W4 W6
W7W8 W9
T3
1
2
3
4
5 6 7 8 9 10 11 12
20 19 18 17
16 15 14 13
4x6
3x6 3x6 1.5x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
5x12
4x10
1.5x4
3x6 6x8 4x10
2x4
3x6
1.5x4
3x4
1.5x4
3x8
3x4
3x4
3x4
3x4
3x6
5x8
1-9-8
1-9-8
2-9-8
1-0-0
8-1-1
5-3-9
12-7-15
4-6-14
13-3-0
0-7-1
14-3-0
1-0-0
17-2-13
2-11-13
20-3-13
3-0-15
21-9-11
1-5-15
26-4-9
4-6-14
27-0-7
0-7-14
28-9-0
1-8-9
28-11-8
0-2-8
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
8-1-1
5-3-9
12-7-15
4-6-14
13-3-0
0-7-1
14-3-0
1-0-0
17-2-13
2-11-13
20-3-13
3-0-15
21-9-11
1-5-15
26-4-9
4-6-14
27-0-7
0-7-14
28-9-0
1-8-9
28-11-8
0-2-8
0-6-124-10-135-1-95-3-64-10-130-11-05-1-97.00 12
1.93 12
4.40 12
Plate Offsets (X,Y): [2:0-0-14,0-2-0], [4:0-1-4,0-1-8], [5:0-3-4,0-1-12], [10:0-3-12,0-1-8], [15:0-1-12,0-1-8], [16:0-3-8,0-3-0], [20:0-6-4,Edge], [22:0-1-12,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.35
0.94
0.85
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.42
0.22
(loc)
16-17
16-17
13
l/defl
>999
>829
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 128 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 3 SPF No.2 *Except*
B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1
WEBS 2 X 3 SPF No.2
SLIDER Left 2 X 3 SPF No.2 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals,
and 2-0-0 oc purlins (3-10-8 max.): 5-10, 11-12.
BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing.
JOINTS 1 Brace at Jt(s): 12
REACTIONS (lb/size)13=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8)
Max Horz 2=174(LC 5)
Max Uplift 13=-151(LC 5), 2=-55(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1948/216, 3-4=-3463/360, 4-5=-2053/231, 5-6=-1749/220, 6-7=-2130/284, 7-8=-1685/217,
8-9=-1685/217, 9-10=-1296/183
BOT CHORD 19-20=-428/2716, 18-19=-355/2130, 17-18=-283/1695, 15-16=-222/1294, 14-15=-109/553, 13-14=-108/555,
16-17=-295/1735, 2-20=-463/3027
WEBS 4-20=-81/923, 10-13=-1217/163, 7-16=-656/172, 5-19=-23/649, 4-19=-983/144, 6-19=-598/185,
7-18=-94/575, 9-15=-721/179, 9-16=-86/578, 10-15=-165/1094
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28 except (jt=lb) 13=151.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T25
Truss Type
COMMON TRUSS
Qty
4
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419899
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?6kPQ?2M1CkHT7mgIa_GIUhRNZZVP651zP3JoWzPqW_
Scale = 1:52.7
T1
T2
B1
W3
W4
W3W2
W1 W6
W5
B2
1
2
3
4
5
9 8 7 6
3x6
4x6
3x6
3x6
3x4
3x8
3x4
5x6 6x6
0-4-8
0-4-8
10-9-4
10-4-12
21-2-8
10-5-4
21-6-8
0-4-0
5-5-14
5-5-14
10-9-4
5-3-6
16-0-10
5-3-6
21-2-8
5-1-14
21-6-8
0-4-0
1-3-108-5-130-3-88.00 12
Plate Offsets (X,Y): [6:0-2-8,0-3-0], [9:Edge,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.84
0.51
0.76
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.52
0.03
(loc)
8-9
8-9
6
l/defl
>999
>481
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 84 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)9=840/0-3-8 (min. 0-1-8), 6=840/0-3-8 (min. 0-1-8)
Max Horz 9=204(LC 5)
Max Uplift 9=-34(LC 6), 6=-32(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-459/40, 2-3=-788/132, 3-4=-787/131, 4-5=-348/46, 1-9=-348/53, 5-6=-283/52
BOT CHORD 8-9=-64/733, 7-8=-11/701, 6-7=-11/701
WEBS 3-8=-35/498, 2-9=-592/93, 4-6=-675/86
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T26
Truss Type
COMMON TRUSS
Qty
8
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419900
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?6kPQ?2M1CkHT7mgIa_GIUhRXZZJP6K1zP3JoWzPqW_
Scale = 1:52.7
T1
T1
B1
W3
W4
W3
W1 W1
W2 W2
B2
1
2
3
4
5
9 8 7 6
3x6
4x6
3x6
3x6 3x8
3x4 3x4
5x6 5x6
0-4-8
0-4-8
10-9-4
10-4-12
21-6-8
10-9-4
5-5-14
5-5-14
10-9-4
5-3-6
16-0-10
5-3-6
21-6-8
5-5-14
1-3-108-5-131-3-108.00 12
Plate Offsets (X,Y): [6:Edge,0-2-0], [9:Edge,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.83
0.53
0.75
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.51
0.03
(loc)
8-9
8-9
6
l/defl
>999
>500
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 84 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=853/0-3-8 (min. 0-1-8), 9=853/0-3-8 (min. 0-1-8)
Max Horz 9=201(LC 5)
Max Uplift 6=-34(LC 7), 9=-34(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-455/42, 2-3=-809/133, 3-4=-809/133, 4-5=-455/42, 1-9=-348/54, 5-6=-348/54
BOT CHORD 8-9=-63/748, 7-8=-15/748, 6-7=-15/748
WEBS 3-8=-37/518, 2-9=-614/93, 4-6=-614/93
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T27
Truss Type
Half Hip Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419901
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-?6kPQ?2M1CkHT7mgIa_GIUhaKZfIPHq1zP3JoWzPqW_
Scale = 1:16.8
T1
T2
W2
B1
W1
HW1
1
2
3 4
6 5
4x6 2x4
1.5x4
3x6
3x4
3-2-2
3-2-2
4-11-2
1-9-0
-0-11-4
0-11-4
3-2-2
3-2-2
4-11-2
1-9-0
0-7-122-9-32-5-110-3-82-9-38.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [3:0-3-12,0-2-0], [4:0-2-4,0-1-0], [5:Edge,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.27
0.14
0.01
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.03
0.00
(loc)
2-6
2-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SP No.2 *Except*
W1: 2 X 3 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals,
and 2-0-0 oc purlins: 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 4
REACTIONS (lb/size)2=253/0-3-8 (min. 0-1-8), 5=186/0-1-8 (min. 0-1-8)
Max Horz 2=79(LC 5)
Max Uplift 2=-37(LC 6), 5=-21(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9-12)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T28
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419902
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-mOh?Xwxj9RbZulayGBJ9Rap_IxWZoA7juVOL_YzPqW7
Scale = 1:37.7
T1
T2
T1
B1
W1 W2 W1
HW1 HW1
B21
2
3 4
5
6
9 8 7
4x8 4x8
4x8 3x6 1.5x4
3x4
4x8
8-0-10
8-0-10
12-7-6
4-6-13
20-8-0
8-0-10
-0-11-4
0-11-4
8-0-10
8-0-10
12-7-6
4-6-13
20-8-0
8-0-10
21-7-4
0-11-4
0-6-135-1-65-3-30-6-135-1-67.00 12
Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-3-12,0-1-0], [4:0-4-0,0-1-11], [5:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.48
0.44
0.17
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.11
-0.35
0.04
(loc)
2-9
2-9
5
l/defl
>999
>701
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except
2-0-0 oc purlins (5-1-5 max.): 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=880/0-3-8 (min. 0-1-8), 5=880/0-3-8 (min. 0-1-8)
Max Horz 2=-115(LC 4)
Max Uplift 2=-63(LC 6), 5=-63(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1153/111, 3-4=-878/143, 4-5=-1154/111
BOT CHORD 2-9=-15/881, 8-9=-16/878, 7-8=-16/878, 5-7=0/881
WEBS 3-9=0/267, 4-7=0/267
NOTES (8-11)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
9) BCSI1.
10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
T28A
Truss Type
Common Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419903
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-mOh?Xwxj9RbZulayGBJ9Rap1RxUuo8OjuVOL_YzPqW7
Scale = 1:41.2
T1 T1
B1
W2
W1W1
HW1 HW1
B21
2
3
4
5
6
7
9 8
4x6
5x6 3x6 3x8
1.5x4 1.5x4
5x6
10-4-0
10-4-0
20-8-0
10-4-0
-0-11-4
0-11-4
5-2-10
5-2-10
10-4-0
5-1-6
15-5-6
5-1-6
20-8-0
5-2-10
21-7-4
0-11-4
0-6-136-7-20-6-137.00 12
Plate Offsets (X,Y): [2:Edge,0-1-4], [6:Edge,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.28
0.55
0.28
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.52
0.04
(loc)
6-9
6-9
6
l/defl
>999
>474
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 69 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 3 SPF No.2, Right: 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=880/0-3-8 (min. 0-1-8), 6=880/0-3-8 (min. 0-1-8)
Max Horz 2=-147(LC 4)
Max Uplift 2=-72(LC 6), 6=-72(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1176/126, 3-4=-905/105, 4-5=-905/105, 5-6=-1176/126
BOT CHORD 2-9=-66/949, 8-9=-28/949, 6-8=-28/949
WEBS 4-9=0/580, 5-9=-304/137, 3-9=-304/137
NOTES (6-9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG01
Truss Type
Common Truss
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419904
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:48 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-TJIneL3_oWs85HLtsIVVrhDgtzrv8gRBB2ptKzzPqVz
Scale = 1:49.0
T1 T1
B1
W3
W1 W1W2W2
1
2
3
6 5 478910
4x6
4x6
4x6
3x6 3x6
8x8
5-11-0
5-11-0
11-10-0
5-11-0
5-11-0
5-11-0
11-10-0
5-11-0
4-1-128-1-14-1-128.00 12
Plate Offsets (X,Y): [1:Edge,0-1-8], [3:Edge,0-1-8], [4:Edge,0-2-8], [5:0-4-0,0-5-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.60
0.82
0.31
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.14
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>965
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 120 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=3085/0-3-8 (min. 0-2-7), 4=2958/0-3-8 (min. 0-2-5)
Max Horz 6=220(LC 4)
Max Uplift 6=-151(LC 6), 4=-147(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1990/171, 2-3=-1990/171, 1-6=-2194/140, 3-4=-2194/140
WEBS 2-5=-86/1802, 1-5=-128/1779, 3-5=-128/1780
NOTES (9-12)
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 3 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=151, 4=147.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1023 lb down and 51 lb up at 1-9-3, 1023 lb down and 53 lb
up at 3-9-3, 1023 lb down and 54 lb up at 5-9-3, and 1022 lb down and 54 lb up at 7-9-3, and 1022 lb down and 54 lb up at 9-7-13 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-1023(B) 7=-1023(B) 8=-1023(B) 9=-1022(B) 10=-1022(B)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG01A
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419905
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:48 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-TJIneL3_oWs85HLtsIVVrhDmgzzT8gHBB2ptKzzPqVz
Scale = 1:40.3
T1
T2
T1
B1
W3 W3
W1 W1W2W2
1
2
3 4
5
6
10 9 8 7
11 12 13
4x6 4x6
2x4 2x4 3x4 3x4
4x6 4x6
3-11-0
3-11-0
7-11-0
4-0-0
11-10-0
3-11-0
-1-0-0
1-0-0
3-11-0
3-11-0
7-11-0
4-0-0
11-10-0
3-11-0
12-10-0
1-0-0
4-1-126-9-14-1-126-9-18.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-8], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.23
0.27
0.32
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
0.04
-0.00
(loc)
9-10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 63 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)10=866/0-3-8 (min. 0-1-8), 7=866/0-3-8 (min. 0-1-8)
Max Horz 10=192(LC 4)
Max Uplift 10=-641(LC 5), 7=-641(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-497/415, 3-4=-362/363, 4-5=-497/415, 2-10=-759/502, 5-7=-759/502
BOT CHORD 9-12=-359/362, 8-12=-359/362
WEBS 2-9=-455/489, 5-8=-455/489
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=641, 7=641.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb down and 349 lb up at 1-11-12, 117 lb down and 172
lb up at 3-11-12, 117 lb down and 172 lb up at 5-11-0, and 117 lb down and 172 lb up at 7-10-4, and 160 lb down and 349 lb up at 9-10-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20
Concentrated Loads (lb)
Vert: 9=-117 8=-117 11=-160(F) 12=-117 13=-160(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG02
Truss Type
COMMON TRUSS
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419906
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmvtNFct0uKQiYQsPzPqVy
Scale = 1:33.5
T1
T2
B1
W1
HW11
2
3
4
5
61415 16
6x10
3x4
4x10 3x8
4x6
6-4-4
6-4-4
13-1-0
6-8-12
6-4-4
6-4-4
13-1-0
6-8-12
14-1-0
1-0-0
0-10-125-1-90-7-128.00 12
Plate Offsets (X,Y): [4:0-10-3,0-0-4], [6:0-4-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.33
0.54
0.74
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.16
0.01
(loc)
6-13
6-13
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 111 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 6 SYP 2400F 2.0E
WEBS 2 X 3 SPF No.2
SLIDER Left 2 X 4 SPF Stud 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=3745/0-3-0 (min. 0-1-9), 4=3096/0-3-8 (min. 0-1-8)
Max Horz 1=-114(LC 3)
Max Uplift 1=-342(LC 5), 4=-451(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3648/466, 2-3=-4172/590, 3-4=-4356/585
BOT CHORD 1-14=-411/3538, 14-15=-411/3538, 6-15=-411/3538, 6-16=-411/3538, 4-16=-411/3538
WEBS 3-6=-534/4336
NOTES (9-12)
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=342, 11=451.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1133 lb down and 28 lb up at 2-0-13, 1133 lb down and 33 lb
up at 4-0-13, and 1133 lb down and 163 lb up at 6-0-13, and 2334 lb down and 493 lb up at 8-0-1 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 7-11=-20
Concentrated Loads (lb)
Vert: 6=-1133(B) 14=-1133(B) 15=-1133(B) 16=-2334(B)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG03
Truss Type
HIP TRUSS
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419907
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmqfNAwt0oKQiYQsPzPqVy
Scale: 1/4"=1’
T1
T2
T3
B1
W1 W2 W1 W2 W1
B21
2
3 4 5
6
10 9 8 7171819202122232425 26 27 28
7x16 MT18H 7x16 MT18H
6x10 6x10
5x10 MT18H3x8 8x10
2x4
3x8
6-5-4
6-5-4
13-11-8
7-6-4
21-5-12
7-6-4
27-11-0
6-5-4
-1-0-0
1-0-0
6-5-4
6-5-4
13-11-8
7-6-4
21-5-12
7-6-4
27-11-0
6-5-4
0-7-124-11-40-7-124-11-48.00 12
Plate Offsets (X,Y): [2:0-10-0,0-0-7], [3:1-1-0,0-3-8], [5:1-1-0,0-3-8], [6:0-10-0,0-0-7], [7:0-4-8,0-1-8], [8:0-5-0,0-4-8], [10:0-4-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix-M)
0.66
0.84
0.75
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.58
0.11
(loc)
8-10
8-10
6
l/defl
>999
>577
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 293 lb FT = 20%
GRIP
197/144
197/144
LUMBER
TOP CHORD 2 X 6 SPF No.2
BOT CHORD 2 X 6 SYP 2400F 2.0E
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except
2-0-0 oc purlins (3-7-7 max.): 3-5.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=8340/0-3-8 (min. 0-3-7), 2=7246/0-3-8 (min. 0-3-0)
Max Horz 2=111(LC 4)
Max Uplift 6=-338(LC 3), 2=-757(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-11840/1227, 3-4=-13460/940, 4-5=-13460/940, 5-6=-11715/476
BOT CHORD 2-17=-1061/9729, 10-17=-1061/9729, 10-18=-1075/9821, 18-19=-1075/9821, 19-20=-1075/9821,
9-20=-1075/9821, 9-21=-1075/9821, 8-21=-1075/9821, 8-22=-335/9783, 22-23=-335/9783, 23-24=-335/9783,
24-25=-335/9783, 7-25=-335/9783, 7-26=-339/9695, 26-27=-339/9695, 27-28=-339/9695, 6-28=-339/9695
WEBS 3-10=-638/3972, 3-8=0/4322, 4-8=-378/196, 5-8=-721/4368, 5-7=0/3789
NOTES (12-15)
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=338, 14=757.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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) 2050 lb down and 509 lb up at 5-0-3, 1010 lb down and 181
lb up at 7-0-3, 1025 lb down and 109 lb up at 9-0-3, 1025 lb down and 59 lb up at 11-0-3, 1025 lb down and 26 lb up at 13-0-3, 1023 lb down and 72 lb up at
15-0-3, 1023 lb down and 72 lb up at 17-0-3, 1023 lb down and 72 lb up at 19-0-3, 1017 lb down at 21-0-3, 1023 lb down and 69 lb up at 23-0-3, and 1023 lb
down and 66 lb up at 25-0-3, and 1023 lb down and 65 lb up at 27-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
13) BCSI1.
14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
Continued on page 2
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG03
Truss Type
HIP TRUSS
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419907
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmqfNAwt0oKQiYQsPzPqVy
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-6=-60, 11-14=-20
Concentrated Loads (lb)
Vert: 17=-2050(F) 18=-1010(F) 19=-1025(F) 20=-1025(F) 21=-1025(F) 22=-1023(F) 23=-1023(F) 24=-1023(F) 25=-1017(F) 26=-1023(F) 27=-1023(F) 28=-1023(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
Job
B12209561
Truss
TG03A
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419908
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J_QnbIcR6UfMI_OrzPqVx
Scale: 1/4"=1’
T1
T2
T1
B1
W1 W2 W1 W2 W1
T3
B21
2
3 4 5 6
7
8
12 11 10 9131415161718192021 22
5x12
4x6 5x12
4x10 4x6 3x6 5x12
2x4
3x6
4x10
4-8-4
4-8-4
13-11-8
9-3-4
23-2-12
9-3-4
27-11-0
4-8-4
-1-0-0
1-0-0
4-8-4
4-8-4
13-11-8
9-3-4
23-2-12
9-3-4
27-11-0
4-8-4
28-11-0
1-0-0
0-7-123-9-40-7-123-9-48.00 12
Plate Offsets (X,Y): [2:0-10-4,0-1-7], [3:0-8-0,0-2-12], [6:0-8-0,0-2-12], [7:0-10-4,0-1-7], [10:0-6-0,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.73
0.51
0.81
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.56
0.08
(loc)
10-12
10-12
7
l/defl
>999
>592
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 159 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 6 SPF No.2
BOT CHORD 2 X 6 SYP 2400F 2.0E
WEBS 2 X 3 SPF No.2 *Except*
W2: 2 X 4 SYP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except
2-0-0 oc purlins (2-7-7 max.): 3-6.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=2442/0-3-8 (min. 0-2-0), 7=2442/0-3-8 (min. 0-2-0)
Max Horz 2=-78(LC 3)
Max Uplift 2=-382(LC 4), 7=-382(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3878/676, 3-4=-5527/1029, 4-5=-5526/1029, 5-6=-5527/1029, 6-7=-3878/677
BOT CHORD 2-13=-585/3128, 12-13=-585/3128, 12-14=-588/3157, 14-15=-588/3157, 15-16=-588/3157, 11-16=-588/3157,
11-17=-588/3157, 10-17=-588/3157, 10-18=-510/3156, 18-19=-510/3156, 19-20=-510/3156, 20-21=-510/3156,
9-21=-510/3156, 9-22=-508/3127, 7-22=-508/3127
WEBS 3-12=-86/910, 3-10=-556/2568, 4-10=-525/232, 6-10=-557/2569, 6-9=-86/911
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=382, 7=382.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 60 lb up at 2-9-0, 181 lb down and 42 lb up
at 4-9-0, 181 lb down and 42 lb up at 6-9-0, 181 lb down and 42 lb up at 8-9-0, 181 lb down and 42 lb up at 10-9-0, 181 lb down and 42 lb up at 12-9-0, 181 lb
down and 42 lb up at 13-11-8, 181 lb down and 42 lb up at 15-2-0, 181 lb down and 42 lb up at 17-2-0, 181 lb down and 42 lb up at 19-2-0, 181 lb down and 42
lb up at 21-2-0, and 181 lb down and 42 lb up at 23-2-0, and 274 lb down and 60 lb up at 25-2-0 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20
Continued on page 2
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG03A
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419908
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J_QnbIcR6UfMI_OrzPqVx
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 12=-181 10=-181 9=-181 13=-274(B) 14=-181 15=-181 16=-181 17=-181 18=-181 19=-181 20=-181 21=-181 22=-274(B)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
Job
B12209561
Truss
TG05
Truss Type
Flat Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419909
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:24 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Ahrib8mxS8qYCbWFSF3tteEWnIkXWewfgK?bUMzPqWL
Scale = 1:44.4
W1
T1
W1
B1
W2
W3
W4
W3
W2
T2
B2
1 2 3 4 5
10 9 8 7 6
11 12 13 14 15 16 17 18 19 20
21
3x8
4x10 3x6 4x10
3x8 5x10 MT18H5x8
3x4 1.5x4
5x12
8-9-12
8-9-12
17-6-4
8-8-8
26-4-0
8-9-12
8-9-12
8-9-12
17-6-4
8-8-8
26-4-0
8-9-12
3-10-2Plate Offsets (X,Y): [1:Edge,0-1-12], [5:Edge,0-1-12], [7:0-4-0,0-2-12], [9:0-2-8,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.80
0.49
0.99
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.56
0.04
(loc)
7-9
7-9
6
l/defl
>999
>558
n/a
L/d
240
180
n/a
PLATES
MT20
MT18H
Weight: 155 lb FT = 20%
GRIP
197/144
244/190
LUMBER
TOP CHORD 2 X 4 SYP DSS
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SP No.2 *Except*
W1: 2 X 4 SYP No.1, W3: 2 X 3 SPF No.2
BRACING
TOP CHORD 2-0-0 oc purlins (3-1-15 max.): 1-5, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 8-8-3 oc bracing.
WEBS 1 Row at midpt 1-9, 2-7, 5-7
JOINTS 1 Brace at Jt(s): 1, 5
REACTIONS (lb/size)10=2070/Mechanical, 6=2176/0-3-8 (min. 0-2-3)
Max Horz 10=-100(LC 3)
Max Uplift 10=-497(LC 3), 6=-538(LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-1698/429, 1-2=-3812/944, 2-3=-3806/942, 3-4=-3806/942, 4-5=-3806/942, 5-6=-1696/429
BOT CHORD 9-15=-972/3812, 15-16=-972/3812, 8-16=-972/3812, 8-17=-972/3812, 7-17=-972/3812
WEBS 1-9=-940/3867, 2-9=-519/173, 4-7=-519/166, 5-7=-939/3858
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 10 and 538 lb uplift at joint 6.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 65 lb up at 1-9-12, 166 lb down and 65 lb up
at 3-9-12, 166 lb down and 65 lb up at 5-9-12, 166 lb down and 65 lb up at 7-9-12, 166 lb down and 65 lb up at 9-9-12, 166 lb down and 65 lb up at 11-9-12,
166 lb down and 65 lb up at 13-9-12, 166 lb down and 65 lb up at 15-9-12, 166 lb down and 65 lb up at 17-9-12, 166 lb down and 65 lb up at 19-9-12, 166 lb
down and 65 lb up at 21-9-12, and 166 lb down and 65 lb up at 23-9-12, and 166 lb down and 65 lb up at 25-9-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 6-10=-20
Concentrated Loads (lb)
Vert: 8=-166 7=-166 11=-166 12=-166 13=-166 14=-166 15=-166 16=-166 17=-166 18=-166 19=-166 20=-166 21=-166
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG06
Truss Type
HALF HIP TRUSS
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419910
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-EaFNlGyLwljQWu98qvrOzoL2ILnPXUXs797uW_zPqW6
Scale = 1:51.7
T1
T2
B1 W1
B3
B4
W5
B5
W7
W6 W8 W9 W8 W9 W8
T3
W2 W2W3 W4
1
2
3
4 5 6 7 8 9 10
20 19
18 17
16
15
14 13 12 1121222324252627282930
5x6
3x6
5x12
2x4
10x16
5x12
3x4
2x4
2x4 5x6
3x8 1.5x4
5x8
4x6
4x6
3x4
3x4
1-9-8
1-9-8
2-9-8
1-0-0
5-9-10
3-0-2
8-0-4
2-2-10
10-0-5
2-0-1
13-3-0
3-2-11
14-3-0
1-0-0
19-0-9
4-9-9
23-11-7
4-10-13
28-11-8
5-0-1
-1-0-0
1-0-0
1-9-8
1-9-8
2-9-8
1-0-0
5-9-10
3-0-2
10-0-5
4-2-11
13-3-0
3-2-11
14-3-0
1-0-0
19-0-9
4-9-9
23-11-7
4-10-13
28-11-8
5-0-1
0-6-123-10-23-11-63-10-20-11-07.00 12
Plate Offsets (X,Y): [2:0-7-10,0-2-8], [3:0-4-0,0-5-4], [13:0-2-8,0-2-8], [15:0-4-8,0-2-2], [18:0-2-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.91
0.72
0.74
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.22
-0.51
0.22
(loc)
15-17
15-17
11
l/defl
>999
>670
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 290 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2 *Except*
T1: 2 X 6 SYP 2400F 2.0E
BOT CHORD 2 X 6 SPF No.2 *Except*
B3: 2 X 6 SYP 2400F 2.0E
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (4-10-5 max.): 4-10.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 10
REACTIONS (lb/size)2=2344/0-3-8 (min. 0-1-13), 11=2354/Mechanical
Max Horz 2=129(LC 5)
Max Uplift 2=-363(LC 6), 11=-481(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1605/232, 3-4=-5128/911, 4-5=-4605/843, 5-6=-6085/1156, 6-7=-6083/1204, 7-8=-6083/1204,
8-9=-2845/578, 9-10=-2845/578
BOT CHORD 3-19=-756/4142, 19-21=-829/4523, 18-21=-829/4523, 18-22=-1156/6085, 17-22=-1156/6085,
17-23=-1210/6120, 16-23=-1210/6120, 16-24=-1183/5955, 15-24=-1170/5906, 13-27=-894/4457,
27-28=-894/4457, 12-28=-894/4457
WEBS 3-20=-91/545, 6-15=-254/81, 13-15=-863/4286, 8-15=-359/1880, 8-12=-1975/386, 9-12=-327/134,
10-12=-708/3485, 10-11=-2134/457, 4-18=-362/2005, 5-17=-137/756, 5-18=-1812/443
NOTES (12-15)
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) 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=363, 11=481.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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) 341 lb down and 93 lb up at 3-10-6, 166 lb down and 46 lb
up at 5-10-6, 166 lb down and 46 lb up at 7-10-6, 166 lb down and 46 lb up at 9-10-6, 166 lb down and 46 lb up at 11-10-6, 166 lb down and 45 lb up at
13-10-6, 166 lb down and 45 lb up at 15-10-6, 166 lb down and 45 lb up at 17-10-6, 166 lb down and 45 lb up at 19-10-6, 166 lb down and 45 lb up at 21-10-6,
166 lb down and 45 lb up at 23-10-6, and 166 lb down and 45 lb up at 25-10-6, and 166 lb down and 45 lb up at 27-10-6 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG06
Truss Type
HALF HIP TRUSS
Qty
1
Ply
2
121 LAKESIDE
Job Reference (optional)
I5419910
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 2 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-EaFNlGyLwljQWu98qvrOzoL2ILnPXUXs797uW_zPqW6
12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
13) BCSI1.
14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-10=-60, 2-20=-20, 3-15=-20, 11-14=-20
Concentrated Loads (lb)
Vert: 12=-166 18=-166 17=-166 21=-341(B) 22=-166 23=-166 24=-166 25=-166 26=-166 27=-166 28=-166 29=-166 30=-166
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
Job
B12209561
Truss
TG07
Truss Type
Half Hip Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419911
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-QhPX314FK76sKbVFzjXzw6J4SngYcdPUfMI_OrzPqVx
Scale = 1:11.2
T1
T2
W1
B1
W1
HW1
1
2
3 4
6 5
7
8
4x6
3x4
2x4
1.5x4
3x6
1-5-2
1-5-2
4-11-2
3-6-0
-0-11-4
0-11-4
1-5-2
1-5-2
4-11-2
3-6-0
0-7-121-7-38.00 12
Plate Offsets (X,Y): [2:0-2-0,0-1-1], [3:0-3-12,0-2-0], [4:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.34
0.17
0.02
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
WEDGE
Left: 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals,
and 2-0-0 oc purlins: 3-4.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 4
REACTIONS (lb/size)5=165/Mechanical, 2=238/0-3-8 (min. 0-1-8)
Max Horz 2=43(LC 4)
Max Uplift 5=-29(LC 4), 2=-60(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (10-13)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 25 lb up at 1-5-2, and 3 lb down and 25 lb up
at 3-5-14 on top chord, and 13 lb down and 20 lb up at 1-5-2, and 6 lb up at 3-5-14 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 2-5=-20
Concentrated Loads (lb)
Vert: 3=25(F) 6=-13(F) 7=25(F) 8=3(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
TG08
Truss Type
Hip Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419912
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:fiVBMQob3W3eYp83MEE6qhzazqW-EaFNlGyLwljQWu98qvrOzoLAQLrZXZ1s797uW_zPqW6
Scale = 1:37.0
T1
T2
T1
B1
W1 W2 W2 W1
B21
2
3 4 5
6
7
10 9 81112131415 16 17
4x8 4x8
4x8 4x8 5x6
3x4
5x6 4x8
5-9-3
5-9-3
14-10-13
9-1-10
20-8-0
5-9-3
-0-11-4
0-11-4
5-9-3
5-9-3
10-4-0
4-6-13
14-10-13
4-6-13
20-8-0
5-9-3
21-7-4
0-11-4
0-6-133-9-153-11-30-6-133-9-157.00 12
Plate Offsets (X,Y): [2:0-0-6,0-0-2], [3:0-4-0,0-1-8], [5:0-4-0,0-1-8], [6:0-0-6,0-0-2], [8:0-2-8,0-2-12], [10:0-2-8,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.39
0.45
0.38
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.36
0.04
(loc)
8-10
8-10
6
l/defl
>999
>683
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except
2-0-0 oc purlins (3-9-11 max.): 3-5.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=1676/0-3-8 (min. 0-1-11), 6=1712/0-3-8 (min. 0-1-12)
Max Horz 2=-82(LC 3)
Max Uplift 2=-258(LC 5), 6=-268(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2649/403, 3-4=-2145/359, 4-5=-2206/376, 5-6=-2723/423
BOT CHORD 2-11=-368/2175, 11-12=-368/2175, 10-12=-368/2175, 10-13=-419/2367, 13-14=-419/2367, 9-14=-419/2367,
9-15=-419/2367, 8-15=-419/2367, 8-16=-303/2238, 16-17=-303/2238, 6-17=-303/2238
WEBS 3-10=-169/1077, 4-10=-358/174, 4-8=-281/154, 5-8=-180/1118
NOTES (10-13)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=258, 6=268.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 42 lb up at 1-9-15, 166 lb down and 33 lb up
at 3-9-15, 168 lb down and 45 lb up at 5-9-15, 168 lb down and 45 lb up at 7-9-15, 168 lb down and 45 lb up at 9-9-15, 168 lb down and 45 lb up at 11-9-15,
168 lb down and 45 lb up at 13-9-15, 168 lb down and 45 lb up at 14-10-1, and 166 lb down and 33 lb up at 16-10-1, and 145 lb down and 42 lb up at 18-10-1
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
11) BCSI1.
12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20
Concentrated Loads (lb)
Vert: 9=-168 10=-168 8=-168 11=-145(F) 12=-166 13=-168 14=-168 15=-168 16=-166 17=-145(F)
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V11
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419913
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bGXrEAppl3C742Eq7OdaUGsCbVsDjE35MHDG5gzPqWI
Scale = 1:10.0
W1
T1
B1
1
2
3
1.5x4
1.5x4
2x4
2-4-13
2-4-13
2-4-13
2-4-13
1-4-130-0-47.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.06
0.04
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
2
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 2 X 4 SPF Stud
BOT CHORD 2 X 4 SPF Stud
WEBS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)3=70/2-4-13 (min. 0-1-8), 2=70/2-4-13 (min. 0-1-8)
Max Horz 3=-31(LC 4)
Max Uplift 3=-11(LC 7), 2=-1(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V13
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419914
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J8Wnf_cdlUfMI_OrzPqVx
Scale = 1:11.0
T1 T1
B1
1
2
3
2x4
3x4
2x4
4-10-9
4-10-9
2-5-5
2-5-5
4-10-9
2-5-5
0-0-41-7-80-0-48.00 12
Plate Offsets (X,Y): [2:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.08
0.21
0.00
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF Stud
BOT CHORD 2 X 4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=157/4-10-9 (min. 0-1-8), 3=157/4-10-9 (min. 0-1-8)
Max Horz 1=30(LC 5)
Max Uplift 1=-7(LC 6), 3=-7(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
8) BCSI1.
9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V14
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419915
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uLLlFoG3T0MptS3QzPqW5
Scale = 1:59.2
T2
T3
W1
B1
ST4
ST3
ST2
ST1
ST5
T1
B2
1
2
3
4
5
6 7 8
15 14 13 12 11 10 9
3x6
4x6
3x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
21-3-3
21-3-3
15-7-11
15-7-11
21-3-3
5-7-8
0-0-48-11-119-1-88-11-117.00 12
Plate Offsets (X,Y): [6:0-3-0,0-1-12], [8:Edge,0-2-8], [9:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.45
0.20
0.24
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 6-8.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-9, 6-11, 7-10
JOINTS 1 Brace at Jt(s): 8
REACTIONS All bearings 21-3-3.
(lb) - Max Horz 1=261(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 9, 11, 13, 14, 15, 10, 1
Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 11=334(LC 1), 13=321(LC 1), 14=322(LC
1), 15=311(LC 1), 10=271(LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-11=-251/90
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11, 13, 14, 15, 10, 1.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V15
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419916
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uLblFrG3R0MptS3QzPqW5
Scale = 1:56.6
T2
T3
W1
B1
ST4
ST3
ST2
ST1
T1
B2
1
2
3
4
5
6 7
13 12 11 10 9 8
3x6
4x6 3x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
18-11-13
18-11-13
15-7-11
15-7-11
18-11-13
3-4-1
0-0-48-11-119-1-88-11-117.00 12
Plate Offsets (X,Y): [6:0-3-0,0-1-12], [7:Edge,0-2-8], [8:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.43
0.19
0.25
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 68 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (6-0-0 max.): 6-7.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 8-9.
WEBS 1 Row at midpt 7-8, 6-9
JOINTS 1 Brace at Jt(s): 7
REACTIONS All bearings 18-11-13.
(lb) - Max Horz 1=261(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13, 1
Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=321(LC 1), 11=325(LC 1), 12=321(LC 1),
13=311(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13, 1.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V16
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419917
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uKqlFcG3J0MptS3QzPqW5
Scale = 1:56.5
T2
T3
W1
B1
ST4
ST3
ST2
ST1
T1
B2
1
2
3
4
5
6 7
13 12 11 10 9 8
3x6
4x6 3x6
3x6 3x6
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
16-8-6
16-8-6
15-7-11
15-7-11
16-8-6
1-0-10
0-0-48-11-119-1-88-11-117.00 12
Plate Offsets (X,Y): [6:0-3-0,0-1-12], [7:Edge,0-2-8], [8:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.48
0.21
0.25
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 63 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals,
and 2-0-0 oc purlins (10-0-0 max.): 6-7.
BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 8-9.
WEBS 1 Row at midpt 7-8, 6-9
JOINTS 1 Brace at Jt(s): 7
REACTIONS All bearings 16-8-6.
(lb) - Max Horz 1=261(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13, 1
Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=271(LC 1), 11=335(LC 1), 12=319(LC 1),
13=312(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-11=-253/120
NOTES (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13, 1.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
10) BCSI1.
11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V17
Truss Type
Valley Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419918
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRXG8cP?Xg9aTc?bszPqW4
Scale = 1:46.4
T2
W1
B1
ST2
ST1
T1
1
2
3
4
5
8 7 6
3x6
3x6
3x6 1.5x4
1.5x4
1.5x4
1.5x4
3x6
14-4-15
14-4-15
14-4-15
14-4-15
0-0-48-4-147.00 12
Plate Offsets (X,Y): [6:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.37
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: 48 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
REACTIONS All bearings 14-4-15.
(lb) - Max Horz 1=242(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 8=-104(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=287(LC 1), 8=480(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-335/161
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 8=104.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V18
Truss Type
Valley Truss
Qty
2
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419919
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRYt8dD?YZ9aTc?bszPqW4
Scale = 1:39.2
T1 W1
B1
ST2
ST1
1
2
3
4
7 6 53x4
3x4
3x4 1.5x4
1.5x4
1.5x4
1.5x4
12-1-8
12-1-8
12-1-8
12-1-8
0-0-47-0-147.00 12
Plate Offsets (X,Y): [4:Edge,0-2-8], [5:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.27
0.12
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: 39 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 12-1-8.
(lb) - Max Horz 1=202(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=340(LC 1), 7=334(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-259/108
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V19
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419920
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRVn8Zx?US9aTc?bszPqW4
Scale = 1:73.3
T2
W1
B1
ST4
ST3
ST2
ST1
T1
B2
1
2
3
4 5
6
7
13 12 11 10 9 8
3x6
4x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
21-3-3
21-3-3
21-3-3
21-3-3
0-0-412-4-147.00 12
Plate Offsets (X,Y): [7:0-3-12,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.47
0.33
0.33
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 89 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SP No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-8, 6-9
REACTIONS All bearings 21-3-3.
(lb) - Max Horz 1=362(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 12, 13, 1
Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=335(LC 1), 10=323(LC 1), 12=294(LC 1),
13=407(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-316/180, 2-3=-263/166
WEBS 6-9=-254/99, 2-13=-288/135
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 12, 13, 1.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V20
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419921
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRXL8a??Xo9aTc?bszPqW4
Scale = 1:62.9
T2
W1
B1
ST3
ST2
ST1
T1
B2
1
2
3
4
5
6
11 10 9 8 7
3x6
3x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x6
18-11-13
18-11-13
18-11-13
18-11-13
0-0-411-0-147.00 12
Plate Offsets (X,Y): [1:0-3-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.37
0.26
0.18
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 76 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SP No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 5-8
REACTIONS All bearings 18-11-13.
(lb) - Max Horz 1=322(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 1 except 11=-115(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 7, 10, 1 except 8=357(LC 1), 11=529(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-274/166
WEBS 5-8=-266/89, 2-11=-369/166
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 1 except (jt=lb) 11=115.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
Job
B12209561
Truss
V21
Truss Type
Valley Truss
Qty
1
Ply
1
121 LAKESIDE
Job Reference (optional)
I5419922
7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:42 2012 Page 1 PROBUILD, MOORESVILLE, IN 46158
ID:4k567hzV7GOqQXCR8MvYb7yIhEi-f9xWNI_DDg5?NMujV1O5bQzg7YxnkxjIp7MY7JzPqW3
Scale = 1:58.3
T2
W1
B1
ST3
ST2
ST1
T1
B2
1
2
3
4
5
6
11 10 9 8 7
3x6
3x6
3x6 3x6 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
16-8-6
16-8-6
16-8-6
16-8-6
0-0-49-8-147.00 12
Plate Offsets (X,Y): [6:Edge,0-2-8], [7:Edge,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0
10.0
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-0
1.15
1.15
Yes
IRC2006/TPI2002
CSI
TC
BC
WB
(Matrix)
0.49
0.23
0.32
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 3 SPF No.2
OTHERS 2 X 3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7
REACTIONS All bearings 16-8-6.
(lb) - Max Horz 1=282(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11, 1
Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=350(LC 1), 10=299(LC 1), 11=373(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 5-8=-263/87, 2-11=-267/122
NOTES (6-9)
1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11, 1.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See
7) BCSI1.
8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in
9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).
LOAD CASE(S) Standard
WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design
valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability
of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint
designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/
diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure
is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage,
delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from
SBCA at www.sbcindustry.com.
April 17,2012
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.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or proprietay bracing (e.g. eliminator) if 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 BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator 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.21. Unless information is otherwise provided to DrJ in writing, the use of these designs presumes approval, through the building designer or owner of the trusses, of the loads and related design assumptions (e.g. spans, profiles, deflection, etc.) found on each of the individual design drawings.22. These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information.23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).24. Sheathing applied in the plane of the truss is not considered in the design of the individual truss components unless specifically noted.25. Graphical purlin representation, if shown, does not depict the size or orientation of the purlin along the top and/or bottom chord. Purlins must be designed by others for size, and positioned in such a way as to support the imposed load along the clearspan of the purlin.26. Due to the lateral thrust developed by scissor type trusses, if scissor type trusses are part of this design, careful consideration should be given to bearing wall conditions. Bearing walls of scissor type trusses should be designed in such a manner that the walls will safely withstand the lateral forces of the trusses. Consideration of these items is not a part of this truss design and is not the responsibility of the truss plate supplier, the truss designer, nor the truss fabricator. Competent professional advice should be secured relative to these items.27. The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral 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.BCSI1: 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-sixteenths (Drawings not to scale)' 2011 DrJ Consulting, LLC All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS 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.BCSI1: 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-sixteenthsWEBSDrJ Consulting, LLC6300 Enterprise LaneMadison, WI 53719