17C-240 truss drawingsJob
17042299B
Truss
T01
Truss Type
Common
Qty
30
Ply
1
Jim Mailloux
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 18 20:00:34 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:zfg5w4Si3o_w6UbraaaLsQzPOcV-EMWB36qev0g6dcaV3l5Jpm31lvwhj?pacZQ4iLzPOZR
Scale = 1:46.7
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
1
2
3
4
5
6
7 8
9
10
11
14 13 12
23 243x8
5x6
3x8
4x12
5x6
3x6 4x4
1.5x3
4x4
1.5x3
4x12
5x6
8-9-3
8-9-3
17-2-13
8-5-11
26-0-0
8-9-3
-0-10-8
0-10-8
7-0-4
7-0-4
13-0-0
5-11-12
18-11-12
5-11-12
26-0-0
7-0-4
26-10-8
0-10-8
1-0-09-8-01-0-08.00 12
Plate Offsets (X,Y)-- [2:0-7-13,Edge], [6:0-3-4,0-2-8], [10:0-7-13,Edge]
LOADING (psf)
TCLL
(Roof Snow=50.0)
TCDL
BCLL
BCDL
50.0
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
0.86
0.82
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.18
-0.37
0.10
0.05
(loc)
12-14
12-14
10
14-17
l/defl
>999
>852
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 115 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=1925/0-5-8 (min. 0-3-0), 10=1925/0-5-8 (min. 0-3-0)
Max Horz2=-265(LC 6)
Max Uplift2=-177(LC 8), 10=-177(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-425/0, 3-4=-2355/511, 4-5=-2133/599, 5-23=-2107/603, 6-23=-1924/633, 6-24=-1924/633, 7-24=-2107/603, 7-8=-2133/599,
8-9=-2355/511, 9-10=-425/0
BOT CHORD 2-14=-248/1793, 13-14=-31/1275, 12-13=-31/1275, 10-12=-248/1793
WEBS 6-12=-264/933, 8-12=-742/339, 6-14=-264/933, 4-14=-742/339
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=50.0 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 16.0 psf or 2.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 10=177.
7) 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
17042299B
Truss
T01GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Jim Mailloux
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 18 20:00:35 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:zfg5w4Si3o_w6UbraaaLsQzPOcV-iY3aGRrHgJozFm9idScYLzbMRJSrSYIkrD9eEnzPOZQ
Scale = 1:27.0
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17
18
2x4
3x4
4x4
2x4
3x4
14-0-0
14-0-0
-0-10-8
0-10-8
7-0-0
7-0-0
14-0-0
7-0-0
14-10-8
0-10-8
1-0-05-8-01-0-08.00 12
LOADING (psf)
TCLL
(Roof Snow=50.0)
TCDL
BCLL
BCDL
50.0
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
0.23
0.05
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.02
0.00
(loc)
9
9
10
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 59 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 14-0-0.
(lb) - Max Horz16=139(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12, 11 except 15=-103(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 13 except 16=349(LC 1), 10=349(LC 1), 14=353(LC 2), 15=368(LC 2), 12=353(LC 3),
11=368(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-323/162, 4-5=-128/251, 5-6=-128/251, 8-10=-323/162
WEBS 4-14=-319/110, 3-15=-311/161, 6-12=-319/110, 7-11=-311/161
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=50.0 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 16.0 psf or 2.00 times flat roof load of 50.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12, 11 except (jt=lb) 15=103.
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
17042299B
Truss
T01SGE
Truss Type
GABLE
Qty
2
Ply
1
Jim Mailloux
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 18 20:00:36 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:zfg5w4Si3o_w6UbraaaLsQzPOcV-AkdyTnsvRdwqtwkuBA7nuB8NEjc9BvIt4tvBmDzPOZP
Scale = 1:46.6
T2 T2
B1
W2
W1
W2
W1
HW1
HW1
T1 T1
B2
ST4
ST2
ST3
ST1
ST2
ST3
ST1
ST5
ST6
ST7
1
2
3
4
5
6
7
8
9
10
11
14 13 12
39 403x8
8x8
3x8
4x12
5x6
3x6 4x4
6x6
4x4
4x12
5x6
3x10 MT20HS
3x4
3x10 MT20HS
3x4
8-9-3
8-9-3
17-2-13
8-5-11
26-0-0
8-9-3
-0-10-8
0-10-8
7-0-4
7-0-4
13-0-0
5-11-12
18-11-12
5-11-12
26-0-0
7-0-4
26-10-8
0-10-8
1-0-09-8-01-0-08.00 12
Plate Offsets (X,Y)-- [2:0-7-13,Edge], [6:0-5-4,0-2-4], [8:0-3-0,0-2-0], [10:0-7-13,Edge]
LOADING (psf)
TCLL
(Roof Snow=50.0)
TCDL
BCLL
BCDL
50.0
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
0.86
0.82
0.49
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.18
-0.37
0.10
0.05
(loc)
12-14
12-14
10
14-33
l/defl
>999
>852
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
MT20HS
Weight: 169 lb FT = 4%
GRIP
197/144
148/108
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=1925/0-5-8 (min. 0-3-0), 10=1925/0-5-8 (min. 0-3-0)
Max Horz2=-265(LC 6)
Max Uplift2=-177(LC 8), 10=-177(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-425/0, 3-4=-2355/511, 4-5=-2133/599, 5-39=-2107/603, 6-39=-1924/633, 6-40=-1924/633, 7-40=-2107/603, 7-8=-2133/599,
8-9=-2355/511, 9-10=-425/0
BOT CHORD 2-14=-248/1793, 13-14=-31/1275, 12-13=-31/1275, 10-12=-248/1793
WEBS 6-12=-264/933, 8-12=-742/339, 6-14=-264/933, 4-14=-742/339
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=50.0 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 16.0 psf or 2.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x3 MT20 unless otherwise indicated.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 10=177.
11) 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
17042299B
Truss
T02
Truss Type
Common
Qty
14
Ply
1
Jim Mailloux
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 18 20:00:37 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:zfg5w4Si3o_w6UbraaaLsQzPOcV-exBKh7sXCx3hU4J4lte0QOhZv7?KwJs0IXekJgzPOZO
Scale = 1:40.4
T1 T1
B1
W2
W1W1
HW1 HW1
B1
1
2
3
4
5
6
7
8
9
10
19 20
5x12
5x6
5x10
5x6
1.5x3 1.5x3
5x12
5x6
12-0-0
12-0-0
24-0-0
12-0-0
-0-10-8
0-10-8
6-1-12
6-1-12
12-0-0
5-10-4
17-10-4
5-10-4
24-0-0
6-1-12
24-10-8
0-10-8
1-0-07-0-01-0-06.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-8,0-2-8], [8:0-8-1,Edge], [10:0-5-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=50.0)
TCDL
BCLL
BCDL
50.0
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
0.80
0.63
0.67
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.19
-0.47
0.10
0.06
(loc)
10-17
10-17
8
10
l/defl
>999
>608
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 95 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 1-11-12, Right 2x8 SP No.1 1-11-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-4 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=1785/0-5-8 (min. 0-2-13), 8=1785/0-5-8 (min. 0-2-13)
Max Horz2=96(LC 8)
Max Uplift2=-175(LC 8), 8=-175(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-770/0, 3-4=-2458/703, 4-19=-1896/531, 5-19=-1870/558, 5-20=-1870/558, 6-20=-1896/531, 6-7=-2458/703, 7-8=-770/0
BOT CHORD 2-10=-472/2067, 8-10=-472/2067
WEBS 5-10=-210/816, 6-10=-777/326, 4-10=-777/326
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=50.0 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 18.0 psf or 2.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=175, 8=175.
7) 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
17042299B
Truss
T02GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Jim Mailloux
Job Reference (optional)
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 18 20:00:37 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:zfg5w4Si3o_w6UbraaaLsQzPOcV-exBKh7sXCx3hU4J4lte0QOhiw77ZwNa0IXekJgzPOZO
Scale = 1:46.6
W1
T2 T2
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
31 30 29 28 27 26 25 24 23 22 21 20 19 18
32 33
2x4
3x4
3x4
4x4
3x4
2x4
3x4
3x4
26-0-0
26-0-0
-0-10-8
0-10-8
13-0-0
13-0-0
26-0-0
13-0-0
26-10-8
0-10-8
1-0-09-8-01-0-08.00 12
LOADING (psf)
TCLL
(Roof Snow=50.0)
TCDL
BCLL
BCDL
50.0
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
0.23
0.10
0.43
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.02
0.01
(loc)
17
17
18
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
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 9-25
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 Horz31=262(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 18, 26, 27, 28, 29, 24, 22, 21, 20 except 31=-123(LC 6), 30=-146(LC 7), 19=-131(LC 6)
Max Grav All reactions 250 lb or less at joint(s) except 31=348(LC 1), 18=348(LC 1), 25=254(LC 9), 26=419(LC 2), 27=379(LC 2),
28=298(LC 2), 29=256(LC 1), 30=359(LC 2), 24=419(LC 3), 22=379(LC 3), 21=298(LC 3), 20=256(LC 1), 19=359(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-31=-321/116, 5-32=-106/255, 6-32=-39/265, 6-7=-128/342, 7-8=-11/347, 8-9=-143/415, 9-10=-143/415, 10-11=-11/347, 11-12=-128/342,
12-33=-39/265, 13-33=-106/255, 16-18=-321/116
WEBS 9-25=-365/0, 8-26=-379/103, 6-27=-339/127, 5-28=-256/121, 3-30=-303/167, 10-24=-379/103, 12-22=-339/127, 13-21=-256/121,
15-19=-303/167
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=50.0 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 16.0 psf or 2.00 times flat roof load of 50.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 26, 27, 28, 29, 24, 22, 21, 20 except (jt=lb)
31=123, 30=146, 19=131.
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