7. Roof Truss Drawings 1-5-16Job
16053203B OPTION
Truss
M01
Truss Type
Monopitch
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:26 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ScyhOTuMGZ2vX8E8hxuBgGuepLLHvbqY0PqttbzyTgR
Scale = 1:18.0
T1 W3
B1
W1
HW1
W2
1
2
3
4
5
6
8 13
14
7
3x6
3x8
4x4
3x4
2x4
3x4
1-6-0
1-6-0
8-6-0
7-0-0
-0-10-0
0-10-0
4-3-0
4-3-0
8-6-0
4-3-0
0-10-103-0-22-3-00-9-23-0-23.00 12
Plate Offsets (X,Y)-- [2:0-5-12,0-0-9]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.30
0.33
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.13
0.02
0.00
(loc)
6-7
6-7
13
6
l/defl
>999
>621
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 33 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=501/1-9-8 (min. 0-1-8), 7=140/0-3-8 (min. 0-1-8), 13=446/Mechanical
Max Horz2=83(LC 6)
Max Uplift2=-151(LC 6), 13=-87(LC 6)
Max Grav2=562(LC 2), 7=326(LC 4), 13=525(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-14=-796/314, 4-14=-728/321, 6-8=-109/285, 5-8=-109/285
BOT CHORD 2-7=-403/731, 6-7=-403/731
WEBS 4-6=-639/368
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
2=151.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
M01GE
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:26 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ScyhOTuMGZ2vX8E8hxuBgGugsLPYveFY0PqttbzyTgR
Scale = 1:22.6
W1
T1
W2
B1
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
13 12 11 10 9 8
3x4
3x4
2x4
2x4
-0-10-0
0-10-0
9-0-0
9-0-0
1-6-03-9-03.00 12
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.17
0.12
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.01
-0.00
(loc)
1
1
8
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 35 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-0-0.
(lb) - Max Horz13=91(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 12=-149(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 13=305(LC 12), 9=310(LC 2), 10=291(LC 2), 11=285(LC
2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-287/0
WEBS 6-9=-268/120, 5-10=-253/126
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except
(jt=lb) 12=149.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
M02
Truss Type
Monopitch
Qty
7
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:27 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-woW4bpv_1sAl9IpLFfQQCTRptkfQe2giF3ZQP1zyTgQ
Scale = 1:18.0
T1 W3
B1
W1
HW1
W2
1
2
3
4
5
6
7 12
13
3x6
3x10 MT20HS
4x4
3x4
2x4
3x4
8-6-0
8-6-0
-0-10-0
0-10-0
4-3-0
4-3-0
8-6-0
4-3-0
0-10-103-0-22-3-00-9-23-0-23.00 12
Plate Offsets (X,Y)-- [2:0-7-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.28
0.46
0.23
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.24
0.02
0.00
(loc)
6-10
6-10
12
6
l/defl
>999
>419
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT20HS
Weight: 33 lb FT = 4%
GRIP
197/144
148/108
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=613/0-3-8 (min. 0-1-8), 12=473/Mechanical
Max Horz2=83(LC 6)
Max Uplift2=-91(LC 6), 12=-72(LC 6)
Max Grav2=657(LC 2), 12=548(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-619/0, 3-13=-862/279, 4-13=-794/286, 6-7=-90/318, 5-7=-90/318
BOT CHORD 2-6=-365/803
WEBS 4-6=-717/326
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12.
10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
M02GE
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:27 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-woW4bpv_1sAl9IpLFfQQCTRrcklIe5diF3ZQP1zyTgQ
Scale = 1:18.4
W1
T1
W2
B1
ST2
ST1
1
2
3
4
5
9 8 7 6
10
2x4
2x4
2x4
2x4 1.5x3
1.5x3
1.5x3
1.5x3
-0-10-0
0-10-0
7-0-0
7-0-0
1-3-23-0-23.00 12
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.17
0.08
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.01
-0.00
(loc)
1
1
6
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 25 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 7-0-0.
(lb) - Max Horz9=73(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8
Max Grav All reactions 250 lb or less at joint(s) 6 except 9=275(LC 2), 7=268(LC 2), 8=365(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-252/115
WEBS 3-8=-305/219
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8.
12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
M03
Truss Type
Monopitch
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:28 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-O_4So9vcoAIcmSOXoMxflh_zJ81lNVKrUjJ_xUzyTgP
Scale = 1:18.0
T1 W3
B1
W1
HW1
W2
1
2
3
4
5
6
8 13
14
7
3x6
3x8
4x4
3x4
2x4
3x4
1-6-0
1-6-0
8-6-0
7-0-0
-0-10-0
0-10-0
4-3-0
4-3-0
8-6-0
4-3-0
0-10-103-0-22-3-00-9-23-0-23.00 12
Plate Offsets (X,Y)-- [2:0-5-12,0-0-9]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.30
0.33
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.13
0.02
0.00
(loc)
6-7
6-7
13
6
l/defl
>999
>621
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 33 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=501/1-9-8 (min. 0-1-8), 7=140/0-3-8 (min. 0-1-8), 13=446/Mechanical
Max Horz2=83(LC 6)
Max Uplift2=-151(LC 6), 13=-87(LC 6)
Max Grav2=562(LC 2), 7=326(LC 4), 13=525(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-14=-796/314, 4-14=-728/321, 6-8=-109/285, 5-8=-109/285
BOT CHORD 2-7=-403/731, 6-7=-403/731
WEBS 4-6=-639/368
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
2=151.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
PB01
Truss Type
Piggyback
Qty
8
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:28 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-O_4So9vcoAIcmSOXoMxflh__G85fNY_rUjJ_xUzyTgP
Scale = 1:19.3
T1 T1
B1
ST1
1 2
3
4
5
6
7
8
4x4
2x4 2x4 1.5x3
0-7-4
0-7-4
6-6-9
5-11-4
7-1-13
0-7-4
3-6-14
3-6-14
7-1-13
3-6-14
0-4-133-0-00-1-80-4-130-1-810.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.24
0.08
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 20 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8)
Max Horz2=77(LC 7)
Max Uplift2=-51(LC 8), 4=-59(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
PB01GE
Truss Type
GABLE
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:29 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-sBdq0VwEYUQTOczjM3SuHuW90YRu6?E?iN2XTwzyTgO
Scale = 1:19.3
T1 T1
B1
ST1
1 2
3
4
5
6
7
8
4x4
2x4 2x4 1.5x3
0-7-4
0-7-4
6-6-9
5-11-4
7-1-13
0-7-4
3-6-14
3-6-14
7-1-13
3-6-14
0-4-133-0-00-1-80-4-130-1-810.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.24
0.08
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 20 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8)
Max Horz2=-77(LC 6)
Max Uplift2=-51(LC 8), 4=-59(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
PB02
Truss Type
Piggyback
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:29 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-sBdq0VwEYUQTOczjM3SuHuW90YRu6?E?iN2XTwzyTgO
Scale = 1:19.3
T1 T1
B1
ST1
1 2
3
4
5
6
7
8
4x4
2x4 2x4 1.5x3
0-7-4
0-7-4
6-6-9
5-11-4
7-1-13
0-7-4
3-6-14
3-6-14
7-1-13
3-6-14
0-4-133-0-00-1-80-4-130-1-810.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.24
0.08
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 20 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8)
Max Horz2=-77(LC 6)
Max Uplift2=-51(LC 8), 4=-59(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T01
Truss Type
Roof Special
Qty
7
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:30 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-KNBCDrxsJnZK0mYwwnz7q63C0ybnrGj8x1o50MzyTgN
Scale = 1:71.4
T2
T3
B1
B3
B4
W3
W4
W5
W6
W7
W1
W2
W9
W8
T1
T4
B2
1
2
3
4
5
6
7
8
9
10
16 15 14 13
12
11
17
18
19
3x8
4x6
3x4
4x6 3x10 MT20HS
3x4
8x12
4x4 5x6
4x8
4x6
5x6 4x4
4x12
6-7-12
6-7-12
16-3-0
9-7-4
26-0-0
9-9-0
-1-6-0
1-6-0
6-7-12
6-7-12
13-0-0
6-4-4
16-3-0
3-3-0
20-11-12
4-8-12
26-0-0
5-0-4
27-6-0
1-6-0
1-6-012-4-01-6-00-3-02-11-1110.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [11:0-4-12,0-2-0], [12:0-4-12,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.73
0.87
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.29
-0.72
0.23
0.04
(loc)
13-15
11-12
11
13
l/defl
>999
>427
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT20HS
Weight: 154 lb FT = 4%
GRIP
197/144
148/108
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E *Except*
T3,T4: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W9: 2x10 SP 2400F 2.0E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16.
WEBS 1 Row at midpt 8-11
2 Rows at 1/3 pts 3-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=2001/0-3-8 (min. 0-3-2), 11=1979/0-3-8 (min. 0-3-2)
Max Horz16=-325(LC 6)
Max Uplift16=-196(LC 8), 11=-206(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2068/416, 3-17=-1615/347, 4-17=-1442/358, 4-5=-1357/382, 5-6=-2056/646,
6-7=-2246/628, 7-18=-2083/451, 8-18=-2360/436, 8-9=-312/171, 2-16=-1973/483,
9-11=-575/303
BOT CHORD 15-16=-367/373, 14-15=-151/1408, 14-19=-151/1408, 13-19=-151/1408, 12-13=-69/1103,
7-12=-612/279, 11-12=-166/1765
WEBS 3-15=0/254, 3-13=-1670/188, 3-12=-2/1063, 5-12=-507/1839, 2-15=-23/1276,
8-11=-2405/353
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=196,
11=206.
10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T01AGE
Truss Type
GABLE
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:31 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-pZlaRByU45hBdv76UUUMNJcOLM5oaoYHAhXeYpzyTgM
Scale = 1:74.8
T2
T3
B1
B3
B4
W1 W2
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST6 ST8
ST9
ST10
ST11 ST12
T1
T4
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
37 36 35 34 33 32 31 30 29 28 27
26 25
24
23
22 21
39 38
3x4
4x4
3x4
5x6 3x4 2x4
2x4
3x4
4x10
4x6 3x8
16-3-0
16-3-0
26-0-0
9-9-0
-1-6-0
1-6-0
13-0-0
13-0-0
16-3-0
3-3-0
26-0-0
9-9-0
27-6-0
1-6-0
1-6-012-4-01-6-02-11-1110.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [21:0-5-0,0-0-15]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.70
0.24
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.13
-0.15
0.08
(loc)
20
20
21
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 179 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W2: 2x10 SP 2400F 2.0E
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 26-27.
WEBS 1 Row at midpt 10-29, 9-30, 7-32, 11-28
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 26-0-0.
(lb) - Max Horz37=-325(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 27, 30, 32, 33, 34, 35, 28, 25, 24, 23
except 37=-784(LC 6), 26=-137(LC 9), 21=-202(LC 9), 36=-539(LC 7), 22=-112(LC
6)
Max Grav All reactions 250 lb or less at joint(s) 27, 26, 33, 34, 25, 22 except
37=662(LC 7), 21=509(LC 12), 29=589(LC 9), 30=389(LC 2), 32=318(LC 2), 35=267(LC
2), 36=583(LC 6), 28=317(LC 3), 24=257(LC 1), 23=254(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-481/573, 3-4=-291/389, 4-5=-233/396, 5-6=-168/392, 6-39=-105/479, 7-39=-94/491,
7-8=-93/595, 8-9=-76/607, 9-10=-111/685, 10-11=-102/681, 11-12=0/635, 12-13=-40/634,
13-14=-41/567, 14-38=0/488, 15-38=-62/482, 15-16=-57/382, 16-17=-53/274,
18-19=-24/276, 2-37=-537/544
WEBS 10-29=-755/0, 9-30=-349/100, 7-32=-278/163, 3-36=-306/289, 11-28=-274/50,
18-21=-351/178
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
Continued on page 2
Job
16053203B OPTION
Truss
T01AGE
Truss Type
GABLE
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:31 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-pZlaRByU45hBdv76UUUMNJcOLM5oaoYHAhXeYpzyTgM
NOTES-
12) Bearing at joint(s) 26, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 30, 32, 33, 34, 35, 28, 25, 24, 23 except (jt=lb) 37=784,
26=137, 21=202, 36=539, 22=112.
14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 24, 23, 22.
15) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T01GE
Truss Type
Attic Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:32 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-HmJzeXy6rPp2F3iI1C?bvW8aOlNYJGwROLHB4FzyTgL
Scale = 1:68.8
W1
T2 T2
W1
B1
ST2
ST1 ST1W3W3
T1 T1
B1B2
W4
W2 W2
1
2
3
4 5
6
78
9
10
11
17 16 15 14 13 12
18
21 22
2x4
3x6
3x6
4x4
3x6
2x4
3x6
8x8
2x4
3x4
1.5x3
3x4
1.5x3
1.5x3
8x8
1.5x3
1.5x3 1.5x3
11-0-08-0-125-7-35-6-0
5-6-0
16-6-0
11-0-0
22-0-0
5-6-0
-1-6-0
1-6-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
23-6-0
1-6-0
2-2-011-4-02-2-010.00 12
Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [10:0-1-4,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.61
0.40
0.42
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.01
(loc)
10
10-11
12
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 138 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz17=-273(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 17, 12 except 15=-151(LC 8), 16=-401(LC 2), 13=-401(LC 3),
14=-142(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 16, 13 except 17=1316(LC 1), 12=1316(LC 1), 15=1051(LC 2),
14=1051(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1271/114, 2-3=-856/117, 3-21=-830/215, 4-21=-646/232, 4-5=-329/66, 5-6=-292/81,
6-7=-292/81, 7-8=-329/66, 8-22=-646/232, 9-22=-830/215, 9-10=-856/115,
10-12=-1271/112
BOT CHORD 16-17=-286/296, 15-16=-48/513, 14-15=-42/497, 13-14=-40/513
WEBS 3-15=-611/299, 9-14=-611/299, 4-18=-314/219, 8-18=-314/219, 2-16=-81/577,
10-13=-81/577
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12 except (jt=lb)
15=151, 16=401, 13=401, 14=142.
12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T01SGE
Truss Type
GABLE
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:33 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-lytLsszlcixvtDHUbvXqSkhjE9aR2enad?0lchzyTgK
Scale = 1:66.3
T2
T3
T4
B1 B2
B3
W3
W6 W7
W8
W9
W10
W11
W2 W13
W12
W4
W5
T1
T5
ST9
ST10
ST7
ST8
ST5
ST6
ST4
ST3
ST2
ST1
ST11
ST12
ST13
ST14
ST15
ST16
W1
SB1
1
2
3
4 5 6
7
8
9
10
16
15
14
13 12 11
44
45
46 47
48
49
50 51
4x6
8x8 5x6
4x10 WB
6x10
5x6
4x12
5x10
4x8
3x8
4x6
3x8
5x12 MT18HS
5x6
5x16
4x8
4x8
2x4
2x4
2x4
2x4
3x8
3x8
2x4
2x4
3x12 MT18HS
0-10-0
0-10-0
8-3-8
7-5-8
11-4-13
3-1-5
15-9-0
4-4-3
18-7-3
2-10-3
30-0-0
11-4-13
-1-6-0
1-6-0
0-10-0
0-10-0
6-1-6
5-3-6
8-3-8
2-2-2
11-4-13
3-1-5
15-9-0
4-4-3
18-7-3
2-10-3
24-1-14
5-6-10
30-0-0
5-10-2
31-6-0
1-6-0
1-6-01-6-91-6-01-6-03-8-1211-0-010.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-5-0,0-2-0], [2:0-1-8,0-2-4], [4:0-5-0,0-3-0], [6:0-3-12,0-2-8], [7:0-4-12,0-2-4], [7:0-0-0,0-1-12], [11:Edge,0-2-12], [13:0-4-0,0-2-8], [16:0-2-12,Edge],
[28:0-1-15,0-0-0], [37:0-2-4,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.73
1.00
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.37
-0.81
0.36
0.07
(loc)
11-12
11-12
11
15
l/defl
>970
>438
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT18HS
Weight: 278 lb FT = 4%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
T4,T5: 2x4 SPF 2100F 1.8E, T1: 2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2 *Except*
B3: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W2: 2x10 SP 2400F 2.0E, W13: 2x6 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-0-6 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS 1 Row at midpt 5-13, 5-12, 8-11, 2-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 11=2304/0-3-8 (req. 0-4-14), 44=1975/(0-3-8 + bearing block) (req. 0-4-3)
Max Horz44=-314(LC 6)
Max Uplift11=-208(LC 9), 44=-126(LC 8)
Max Grav11=3102(LC 18), 44=2656(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-45=-5256/623, 2-45=-4756/651, 2-3=-3010/677, 3-4=-2917/698, 4-46=-2026/536,
5-46=-2026/536, 5-47=-1643/535, 6-47=-1641/535, 6-7=-2152/584, 7-8=-2539/551,
8-48=-252/237, 9-48=-837/218, 1-16=-362/195, 9-11=-1140/350
BOT CHORD 15-16=-365/1045, 14-15=-457/4071, 13-14=-129/1837, 12-13=-109/1629, 12-50=-181/2042,
50-51=-181/2042, 11-51=-181/2042
WEBS 1-15=-147/2855, 4-14=-347/1484, 5-14=-163/842, 5-13=-875/57, 5-12=-420/258,
6-12=-191/775, 8-12=-567/286, 8-11=-2440/330, 2-15=-322/3124, 2-14=-3475/500
NOTES-
1) 2x10 SP 2400F 2.0E bearing block 12" long at jt. attached to front face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total
fasteners. User Defined Bearing crushing capacity= 425psi.
2) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) All plates are MT20 plates unless otherwise indicated.
9) All plates are 1.5x3 MT20 unless otherwise indicated.
10) Gable studs spaced at 2-0-0 oc.
11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
13) WARNING: Required bearing size at joint(s) 11 greater than input bearing size.
Continued on page 2
Job
16053203B OPTION
Truss
T01SGE
Truss Type
GABLE
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:33 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-lytLsszlcixvtDHUbvXqSkhjE9aR2enad?0lchzyTgK
NOTES-
14) Bearing at joint(s) 44 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=208, 44=126.
16) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T02
Truss Type
Common
Qty
10
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:34 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-D8Rj3C_NN03mUNsh9d23_xDsCZxrn3fksfmI97zyTgJ
Scale = 1:70.0
T2 T2
B1
W4
W3
W4
W3
W1
W2
W1
W2
B2
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15
16
17 18 19 20 21 22
3x10 MT20HS
5x6
3x10 MT20HS
3x6 4x4
4x6
4x4
4x6
3x8
5x12 MT18HS 5x12 MT18HS
3x8
8-9-3
8-9-3
17-2-13
8-5-11
26-0-0
8-9-3
-1-6-0
1-6-0
6-7-12
6-7-12
13-0-0
6-4-4
19-4-4
6-4-4
26-0-0
6-7-12
27-6-0
1-6-0
1-6-012-4-01-6-010.00 12
Plate Offsets (X,Y)-- [10:Edge,0-2-12], [14:Edge,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.85
0.92
0.85
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.22
-0.33
0.07
0.03
(loc)
11-13
10-11
10
11-13
l/defl
>999
>921
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT20HS
MT18HS
Weight: 140 lb FT = 4%
GRIP
197/144
148/108
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 3-14, 7-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=2156/0-3-8 (min. 0-3-6), 10=2156/0-3-8 (min. 0-3-6)
Max Horz14=326(LC 7)
Max Uplift14=-197(LC 8), 10=-197(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-547/320, 3-15=-2034/594, 4-15=-1838/607, 4-5=-1777/631, 5-6=-1777/631,
6-16=-1838/607, 7-16=-2034/594, 7-8=-547/320, 2-14=-744/409, 8-10=-744/409
BOT CHORD 14-17=-175/1505, 17-18=-175/1505, 13-18=-175/1505, 13-19=-29/1084, 12-19=-29/1084,
12-20=-29/1084, 11-20=-29/1084, 11-21=-101/1505, 21-22=-101/1505, 10-22=-101/1505
WEBS 5-11=-296/943, 7-11=-526/391, 5-13=-296/943, 3-13=-526/391, 3-14=-1821/133,
7-10=-1821/133
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=197,
10=197.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T02GE
Truss Type
Attic Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:35 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-hL?5GY??8KBd6XRtjKZIX9m5ezPGWdHt5JVrhazyTgI
Scale = 1:68.8
W1
T1
T2
W1
B1
ST2
ST1 ST1W3
T3
B1
W3
B2
W4
W2 W2
1
2
3
4
5 6
7
8
9
15 14 13 12 11 10
1619
20
2x4
3x8
4x4
3x6
2x4
3x6
8x8
2x4
3x4
1.5x3
3x4
1.5x3
8x8
1.5x3 1.5x3
1.5x3
1.5x3 8-0-1211-0-0
5-6-0
5-6-0
16-6-0
11-0-0
22-0-0
5-6-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
23-6-0
1-6-0
2-2-011-4-02-2-010.00 12
Plate Offsets (X,Y)-- [8:0-1-4,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.61
0.40
0.45
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.01
0.01
(loc)
8
8-9
10
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 136 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
JOINTS 1 Brace at Jt(s): 16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz15=-305(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 15, 10 except 13=-171(LC 8),
14=-373(LC 1), 11=-390(LC 1), 12=-144(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 14, 11 except 15=1056(LC 1),
10=1299(LC 1), 13=1087(LC 2), 12=1037(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-1011/100, 1-2=-824/116, 2-19=-824/210, 3-19=-634/228, 3-4=-333/84, 4-5=-292/82,
5-6=-330/67, 6-20=-626/226, 7-20=-790/208, 7-8=-843/111, 8-10=-1255/108
BOT CHORD 14-15=-259/308, 13-14=-45/504, 12-13=-40/487, 11-12=-38/503
WEBS 7-12=-598/304, 2-13=-647/329, 3-16=-302/209, 6-16=-302/209, 1-14=-96/528,
8-11=-79/557
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10 except (jt=lb)
13=171, 14=373, 11=390, 12=144.
12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T03
Truss Type
Piggyback Base
Qty
8
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:36 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-9XYTUu0dvdJUkh?3G24X4MJFTNcTF?a1JzFPD0zyTgH
Scale = 1:66.7
T2
T3
T4
B1 B2
B3
W3
W6 W7
W8
W9
W10
W11
W2 W13
W12
W4
W5
T1
W11
2
3
4
5 6 7
8
9
10
11
17
16
15
14 13 12
18
19
20
21 22
23
24
25 26
4x6
8x8 5x6
3x8
6x8
5x6
5x12
5x10
4x8
3x8
4x6
3x8
5x12 MT18HS
4x6
3x12 MT18HS
0-10-0
0-10-0
8-3-8
7-5-8
11-4-13
3-1-5
15-9-0
4-4-3
18-7-3
2-10-3
30-0-0
11-4-13
-1-6-0
1-6-0
0-10-0
0-10-0
6-1-6
5-3-6
8-3-8
2-2-2
11-4-13
3-1-5
15-9-0
4-4-3
18-7-3
2-10-3
24-1-14
5-6-10
30-0-0
5-10-2
31-6-0
1-6-0
0-3-01-6-91-6-01-6-03-8-1211-0-010.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [3:0-1-4,0-1-8], [5:0-5-0,0-3-0], [7:0-3-12,0-2-8], [12:Edge,0-2-12], [14:0-4-0,0-2-8], [17:0-2-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.67
0.98
0.76
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.36
-0.81
0.35
0.07
(loc)
12-13
12-13
12
16
l/defl
>976
>440
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT18HS
Weight: 204 lb FT = 4%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
T4,T5: 2x4 SPF 2100F 1.8E, T1: 2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2 *Except*
B3: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 *Except*
W2: 2x10 SP 2400F 2.0E, W13: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-0-12 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-14, 6-13, 9-12, 3-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=2299/0-3-8 (req. 0-4-14), 18=2195/(0-3-8 + bearing block) (req. 0-4-11)
Max Horz18=286(LC 7)
Max Uplift12=-209(LC 9), 18=-213(LC 8)
Max Grav12=3095(LC 18), 18=2986(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-5217/626, 3-20=-4653/654, 3-4=-2947/664, 4-5=-2849/684, 5-21=-2014/537,
6-21=-2014/537, 6-22=-1636/535, 7-22=-1635/536, 7-8=-2143/584, 8-9=-2530/551,
9-23=-252/237, 10-23=-837/219, 2-17=-485/227, 10-12=-1140/350
BOT CHORD 16-17=-438/1319, 15-16=-451/3983, 14-15=-129/1827, 13-14=-110/1620, 13-25=-181/2036,
25-26=-181/2036, 12-26=-181/2036
WEBS 2-16=-27/2516, 5-15=-324/1395, 6-15=-165/836, 6-14=-870/57, 6-13=-416/270,
7-13=-191/772, 9-13=-569/286, 9-12=-2432/330, 3-16=-331/3113, 3-15=-3332/469
NOTES-
1) 2x10 SP 2400F 2.0E bearing block 12" long at jt. attached to front face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total
fasteners. User Defined Bearing crushing capacity= 425psi.
2) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
10) WARNING: Required bearing size at joint(s) 12 greater than input bearing size.
11) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=209
, 18=213.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
Job
16053203B OPTION
Truss
T03
Truss Type
Piggyback Base
Qty
8
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:36 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-9XYTUu0dvdJUkh?3G24X4MJFTNcTF?a1JzFPD0zyTgH
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T04
Truss Type
Attic
Qty
13
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:37 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-dj6shE0FgxRLLqaGqlbmcarOHm0T_aFAYd_ylSzyTgG
Scale = 1:64.8
T2 T2
B1
W3W3
W4
W5
W1
W2
W1
W2
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
15 14 13 12
1617 183x12 M18SHS
4x6
3x12 M18SHS
4x6
8x8
1.5x3
8x8
1.5x3
2x4 2x4
2x4
5x10
4x6
5x10
11-0-08-0-125-4-4
5-4-4
16-7-12
11-3-8
22-0-0
5-4-4
-1-6-0
1-6-0
5-4-4
5-4-4
6-8-2
1-3-14
8-7-9
1-11-7
11-0-0
2-4-7
13-4-7
2-4-7
15-3-14
1-11-7
16-7-12
1-3-14
22-0-0
5-4-4
23-6-0
1-6-0
2-2-011-4-02-2-010.00 12
Plate Offsets (X,Y)-- [12:Edge,0-2-0], [13:0-2-12,0-3-8], [14:0-2-12,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.79
0.73
0.22
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.40
-0.65
0.01
0.21
(loc)
13-14
13-14
12
14-15
l/defl
>639
>397
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
M18SHS
Weight: 143 lb FT = 4%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 DF 2850F 2.3E *Except*
T1: 2x4 SPF 2100F 1.8E
BOT CHORD 2x6 SPF No.2 *Except*
B2: 2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except*
W1: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=2027/0-3-8 (min. 0-3-3), 12=2027/0-3-8 (min. 0-3-3)
Max Horz15=-273(LC 6)
Max Uplift15=-142(LC 8), 12=-142(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1737/244, 3-4=-1421/251, 4-17=-1291/309, 5-17=-1073/337, 7-18=-1073/337,
8-18=-1291/309, 8-9=-1421/250, 9-10=-1737/244, 2-15=-1904/354, 10-12=-1904/354
BOT CHORD 14-15=-358/370, 13-14=-12/1097, 12-13=-88/288
WEBS 8-13=-76/343, 4-14=-76/343, 5-16=-1321/518, 7-16=-1321/518, 2-14=-115/910,
10-13=-118/910
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16
9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=142
, 12=142.
11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T04GE
Truss Type
Piggyback Base Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOb2AVSj?JJnHkWIvzyTgF
Scale = 1:68.2
W1
T2
T3
T2
W2
B1 B2
B3
ST9ST8ST7ST6ST5ST4
ST3
ST2
ST1
ST10
ST11
ST12
ST13
ST14
T1 T1
1
2
3
4
5
6 7
8
9 10 11 12 13
14
15
16
17
18
19
20
38 37
36
35
34
33
32
31
30 29 28 27 26 25 24 23 22 21
39
40
41 42
43
44
3x8
4x4
3x4
5x6
5x6
3x4
4x4
3x4
3x4
4x4
0-10-0
0-10-0
8-3-8
7-5-8
15-9-0
7-5-8
30-0-0
14-3-0
-1-6-0
1-6-0
11-4-13
11-4-13
18-7-3
7-2-6
30-0-0
11-4-13
31-6-0
1-6-0
1-6-00-3-011-0-01-6-00-3-03-8-1211-0-010.00 12
6.00 12
Plate Offsets (X,Y)-- [9:0-2-4,Edge], [13:0-2-0,0-1-13], [14:0-3-0,0-3-0], [19:0-2-0,0-1-12], [29:0-2-0,0-1-0], [38:0-4-0,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.66
0.17
0.36
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.05
-0.07
0.01
(loc)
20
19-20
21
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 191 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x10 SP 2400F 2.0E *Except*
W2: 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (10-0-0 max.): 9-13.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-27, 12-28, 11-30, 10-31, 14-26
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 30-0-0.
(lb) - Max Horz38=284(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 29, 28, 30, 35, 36, 26, 25, 24, 23
except 38=-315(LC 6), 21=-315(LC 7), 34=-110(LC 7), 33=-117(LC 8), 37=-236(LC
7), 22=-276(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 34, 29, 22 except 38=591(LC 18),
21=448(LC 18), 27=351(LC 18), 28=450(LC 17), 30=424(LC 17), 31=427(LC 17),
32=422(LC 18), 33=428(LC 18), 35=426(LC 18), 36=443(LC 18), 37=395(LC 18),
26=457(LC 18), 25=387(LC 18), 24=433(LC 18), 23=456(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-38=-524/188, 5-6=-51/345, 6-7=-53/472, 7-8=0/482, 8-9=-49/413, 9-10=0/419,
10-41=0/419, 11-41=0/419, 11-12=0/419, 12-42=0/419, 13-42=0/419, 13-14=-88/493,
14-15=-57/391, 15-16=-80/294, 18-19=-256/264, 19-21=-441/243
WEBS 13-27=-309/0, 12-28=-417/59, 11-30=-389/130, 10-31=-386/10, 8-32=-381/0,
6-33=-395/196, 5-35=-388/134, 4-36=-398/138, 3-37=-369/189, 14-26=-417/142,
15-25=-347/133, 16-24=-393/144, 17-23=-416/151
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
10) Gable studs spaced at 2-0-0 oc.
11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.Continued on page 2
Job
16053203B OPTION
Truss
T04GE
Truss Type
Piggyback Base Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOb2AVSj?JJnHkWIvzyTgF
NOTES-
13) Bearing at joint(s) 38 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 28, 30, 35, 36, 26, 25, 24, 23 except (jt=lb) 38=315,
21=315, 34=110, 33=117, 37=236, 22=276.
15) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 34, 30, 31, 32, 33, 35, 36, 37.
16) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T05
Truss Type
Roof Special
Qty
7
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOXpAJtjs8JnHkWIvzyTgF
Scale = 1:46.5
T2
T3
B1
W3
W4
W5
W6
W7
W1
W2
W9
W8
T1
B1
1 2
3
4
5
6
7 8
14 13 12 11 10 9
15
16
3x8
3x10 MT20HS
4x12
1.5x3
4x6
3x8
4x8
1.5x3
4x8
6x8 6x6
2x4
8-3-14
8-3-14
16-0-0
7-8-2
23-11-3
7-11-3
28-0-0
4-0-13
-0-10-0
0-10-0
8-3-14
8-3-14
16-0-0
7-8-2
23-11-3
7-11-3
28-0-0
4-0-13
28-10-0
0-10-0
1-6-05-6-01-6-03.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-0-8,0-2-0], [5:0-3-9,0-2-4], [6:0-3-6,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.94
0.92
0.95
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.21
-0.39
0.15
0.10
(loc)
11-13
11-13
9
11-13
l/defl
>999
>854
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT20HS
Weight: 119 lb FT = 4%
GRIP
197/144
148/108
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E *Except*
T3: 2x4 DF 2850F 2.3E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1: 2x8 SP No.1
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 3-11, 6-11, 3-14, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=1827/0-3-8 (min. 0-2-14), 9=1809/0-3-8 (min. 0-2-13)
Max Horz14=-66(LC 9)
Max Uplift14=-239(LC 6), 9=-207(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-643/264, 3-15=-2461/767, 4-15=-2451/769, 4-5=-2358/786, 5-16=-2534/785,
6-16=-2546/760, 2-14=-683/342
BOT CHORD 13-14=-851/3117, 12-13=-854/3113, 11-12=-854/3113, 10-11=-681/2425, 9-10=-679/2428
WEBS 3-13=0/321, 3-11=-1125/330, 5-11=-101/578, 6-11=-501/259, 6-10=0/261, 3-14=-2803/749,
6-9=-2880/810
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=239,
9=207.
9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
T05GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:39 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-a6Ec6w2VCYh3b8keyAdEh?xoYaqaSR3T?xT3qLzyTgE
Scale = 1:74.8
W1
T2 T2
W1
B1
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST6
ST5
ST4
ST3
ST2 ST1
T1 T1
B2
1
2
3
4
5
6
7
89
10
11
12
13
14
15
16
17
18
19
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
37 36
3x4
4x4
3x4
4x4
3x4
3x4
4x4
3x4
26-0-0
26-0-0
-1-6-0
1-6-0
13-0-0
13-0-0
26-0-0
13-0-0
27-6-0
1-6-0
1-6-012-4-01-6-010.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [18:0-2-0,0-1-12], [20:Edge,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=42.0)
TCDL
BCLL
BCDL
42.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.55
0.18
0.40
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.09
0.01
(loc)
19
18-19
20
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 170 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 10-28, 9-29, 7-30, 11-27, 13-25
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 26-0-0.
(lb) - Max Horz35=326(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 27, 25, 24, 23, 22
except 35=-437(LC 6), 20=-375(LC 7), 34=-393(LC 7), 21=-349(LC 6)
Max Grav All reactions 250 lb or less at joint(s) except 35=528(LC 12), 20=528(LC 12),
28=398(LC 9), 29=412(LC 2), 30=337(LC 2), 31=269(LC 1), 32=264(LC 2),
33=288(LC 2), 34=335(LC 6), 27=412(LC 3), 25=337(LC 3), 24=269(LC 1),
23=264(LC 3), 22=288(LC 3), 21=291(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-35=-525/314, 2-3=-333/321, 5-6=-64/258, 6-37=-51/349, 7-37=0/360, 7-8=-40/470,
8-9=0/474, 9-10=-104/558, 10-11=-104/558, 11-12=0/474, 12-13=-85/470, 13-36=0/360,
14-36=-51/349, 14-15=-53/258, 17-18=-288/276, 18-20=-525/273
WEBS 10-28=-606/0, 9-29=-372/110, 7-30=-297/159, 11-27=-372/110, 13-25=-297/159
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 27
, 25, 24, 23, 22 except (jt=lb) 35=437, 20=375, 34=393, 21=349.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard