16060590 Truss DrawingsFinalJob
16060590B
Truss
T01
Truss Type
Common
Qty
7
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:52 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-vi8dIP8bjz9HtGvUppeoteBiO1XryePSBTE_Kzz5n?D
Scale = 1:38.5
T1 T1
B1
W1
HW1
HW1
B11
2
3
4
5
6
7
8
9 10
11 12
5x6
3x8
4x4
4x4
5x12 3x8
4x4
4x4
10-0-0
10-0-0
20-0-0
10-0-0
-1-6-0
1-6-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-10-87-6-88-2-100-10-88.00 12
Plate Offsets (X,Y)-- [2:0-3-14,Edge], [6:0-3-14,Edge], [8:0-6-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.63
0.69
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.19
-0.43
0.03
0.05
(loc)
2-8
2-8
6
2-8
l/defl
>999
>558
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 95 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 5-11-4, Right 2x4 SPF No.2 5-11-4
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=1542/0-5-8, 6=1542/0-5-8
Max Horz2=-218(LC 6)
Max Uplift2=-177(LC 8), 6=-177(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/92, 2-3=-1655/270, 3-9=-1409/272, 4-9=-1358/301, 4-10=-1358/301, 5-10=-1409/272, 5-6=-1655/270, 6-7=0/92
BOT CHORD 2-11=-11/1172, 8-11=-11/1172, 8-12=-11/1172, 6-12=-11/1172
WEBS 4-8=0/582
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 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 40.0 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, with BCDL = 10.0psf.
7) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and
does not consider lateral forces.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16060590B
Truss
T01A
Truss Type
Common
Qty
7
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:53 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-Nui?Vk9DUHH8UPUgNW91QskshRt0h5ebQ7zYsPz5n?C
Scale = 1:37.8
T1
T2
B1
W1
HW1
HW1
B1
1
2
3
4
5
6
7
8
9
10 11
3x6
4x4
4x4
5x6
5x12 3x8
4x4
4x4
10-0-0
10-0-0
20-0-0
10-0-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-10-87-6-88-2-100-10-88.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-14], [3:0-3-0,0-1-12], [5:0-3-14,Edge], [7:0-6-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.66
0.69
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.20
-0.44
0.03
0.05
(loc)
1-7
1-7
5
1-7
l/defl
>999
>545
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 91 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 5-11-4, Right 2x4 SPF No.2 5-11-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-4 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) 1=1386/0-5-8, 5=1548/0-5-8
Max Horz1=-230(LC 6)
Max Uplift1=-105(LC 8), 5=-177(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1661/272, 2-8=-1420/276, 3-8=-1364/305, 3-9=-1347/309, 4-9=-1420/280, 4-5=-1666/278, 5-6=0/92
BOT CHORD 1-10=-18/1182, 7-10=-18/1182, 7-11=-18/1182, 5-11=-18/1182
WEBS 3-7=0/584
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 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 40.0 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, with BCDL = 10.0psf.
7) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for uplift only and
does not consider lateral forces.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16060590B
Truss
T01SGE
Truss Type
Common Structural Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:54 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-r5GNj4ArFaP?6Z3twEgGz3GyWqB9QZnkfnj5Orz5n?B
Scale = 1:40.1
T1 T2
B1
W1
HW1
HW2
ST4
ST3
ST2
ST1
ST4
ST3
ST5
ST6
B21
2
3
4
5
6
7
12 11 10 9
8
25 26
5x6
6x6
4x4
4x4
4x6
4x4
4x4
5x6
10-0-0
10-0-0
20-0-0
10-0-0
-1-6-0
1-6-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-10-87-6-88-2-100-10-88.00 12
Plate Offsets (X,Y)-- [2:0-3-2,0-1-3], [4:0-3-0,0-1-8], [6:0-3-2,0-0-14], [9:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.98
0.83
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.24
-0.63
0.03
0.04
(loc)
6-8
6-8
6
6-8
l/defl
>689
>268
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 128 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
T2: 2x6 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 5-11-4, Right 2x4 SPF No.2 5-11-4
BRACING-
TOP CHORD Structural wood sheathing directly applied.
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=1132/8-1-8, 6=1326/0-5-8, 10=-10/8-1-8, 11=21/8-1-8, 12=231/8-1-8
Max Horz2=-218(LC 6)
Max Uplift2=-144(LC 8), 6=-185(LC 9), 10=-21(LC 3), 11=-7(LC 2), 12=-93(LC 7)
Max Grav2=1132(LC 1), 6=1326(LC 1), 10=15(LC 6), 11=116(LC 4), 12=310(LC 2)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/92, 2-3=-1383/282, 3-25=-1065/284, 4-25=-1025/312, 4-26=-1010/308, 5-26=-1065/279, 5-6=-1307/277, 6-7=0/92
BOT CHORD 2-12=-16/886, 11-12=-16/886, 10-11=-16/886, 9-10=-16/886, 8-9=-16/886, 6-8=-16/886
WEBS 4-8=0/385
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=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 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 40.0 psf on overhangs non-concurrent
with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2, 21 lb uplift at joint 10, 7 lb
uplift at joint 11 and 93 lb uplift at joint 12.
10) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does
not consider lateral forces.
11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16060590B
Truss
T02
Truss Type
Roof Special
Qty
7
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:55 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-JHqlwQAT0uXskje3UxCVVHpGAEah9yCuuRSewIz5n?A
Scale = 1:38.9
T1 T1
B1 B2
B3
W1
W2
W3
W4
HW1 HW2
1
2
3
4
5
6
7
8
9
11
10
12 13
5x6
5x6
4x4
4x4
5x6
5x6 3x6
4x4
4x4
1.5x3
1.5x3
7-4-0
7-4-0
14-2-8
6-10-8
20-0-0
5-9-8
-1-6-0
1-6-0
5-1-12
5-1-12
10-0-0
4-10-4
14-2-8
4-2-8
20-0-0
5-9-8
21-6-0
1-6-0
0-10-87-6-88-2-100-10-82-3-88.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-3,0-0-4], [8:0-3-6,0-0-14], [11:0-2-12,0-2-12]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.41
0.62
0.33
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.26
0.13
0.03
(loc)
2-11
2-11
8
11
l/defl
>999
>932
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 104 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 3-1-4, Right 2x4 SPF No.2 3-3-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1354/0-5-8, 8=1344/0-5-8
Max Horz2=-220(LC 6)
Max Uplift2=-180(LC 8), 8=-176(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/75, 2-3=-2493/485, 3-4=-2362/511, 4-12=-2118/418, 5-12=-2030/440, 5-13=-1469/536, 6-13=-1489/512, 6-7=-1387/361, 7-8=-1616/343, 8-9=0/92
BOT CHORD 2-11=-276/1958, 10-11=-24/1113, 8-10=-129/1154
WEBS 4-11=-263/232, 5-11=-143/1352, 5-10=-267/371, 6-10=-495/286
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=1.60
2) TCLL: ASCE 7-05; Pf=40.0 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 40.0 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) 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) STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and
does not consider lateral forces.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16060590B
Truss
T02GE
Truss Type
Roof Special Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:55 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-JHqlwQAT0uXskje3UxCVVHpFsEiF9?7uuRSewIz5n?A
Scale = 1:41.0
W1
T1 T1
W2
B1 B2
B3
ST5ST4
ST3
ST2
ST1
ST6
ST7
ST8
ST9
1
2
3
4
5
6
7
8
9
10
11
12
13
26 25
24
23
22 21
20
19
18 17 16 15 14
2x4
3x4
4x4
3x4
2x4
3x4
5x6
7-4-0
7-4-0
14-2-8
6-10-8
20-0-0
5-9-8
-1-6-0
1-6-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-10-87-6-88-0-30-10-82-3-88.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [12:0-2-0,0-1-4], [17:0-3-0,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.49
0.07
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.08
0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 90 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 10-0-0 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.(lb/size) 26=304/20-0-0, 14=291/20-0-0, 22=-21/20-0-0, 17=14/20-0-0, 20=280/20-0-0, 21=247/20-0-0, 23=229/20-0-0, 24=257/20-0-0, 25=175/20-0-0, 19=255/20-0-0
, 18=233/20-0-0, 16=257/20-0-0, 15=172/20-0-0
Max Horz26=-200(LC 6)
Max Uplift26=-165(LC 6), 14=-103(LC 7), 22=-71(LC 12), 17=-51(LC 6), 21=-66(LC 8), 23=-67(LC 8), 24=-58(LC 8), 25=-115(LC 7), 19=-62(LC 9), 18=-59(LC 9),
16=-63(LC 9), 15=-97(LC 6)
Max Grav26=387(LC 12), 14=354(LC 12), 22=90(LC 6), 17=40(LC 12), 20=280(LC 1), 21=345(LC 2), 23=269(LC 2), 24=257(LC 1), 25=175(LC 1), 19=352(LC 3),
18=273(LC 3), 16=257(LC 1), 15=172(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 2-26=-320/139, 1-2=0/164, 2-3=-147/136, 3-4=-81/169, 4-5=-38/155, 5-6=-35/201, 6-7=-52/276, 7-8=-54/276, 8-9=-38/201,
9-10=-23/155, 10-11=-67/169, 11-12=-126/118, 12-13=0/164, 12-14=-322/143
BOT CHORD 25-26=-137/149, 24-25=-135/151, 23-24=-136/149, 22-23=-134/147, 21-22=-133/146, 20-21=-136/149, 19-20=-135/150,
18-19=-135/150, 17-18=-124/151, 16-17=-122/139, 15-16=-122/139, 14-15=-122/139
WEBS 7-20=-239/0, 6-21=-313/116, 5-23=-233/121, 4-24=-214/125, 3-25=-142/101, 8-19=-311/116, 9-18=-233/120, 10-16=-214/126,
11-15=-141/90
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=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 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 40.0 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 165 lb uplift at joint 26, 103 lb uplift at joint 14,
71 lb uplift at joint 22, 51 lb uplift at joint 17, 66 lb uplift at joint 21, 67 lb uplift at joint 23, 58 lb uplift at joint 24, 115 lb uplift at joint 25, 62 lb
uplift at joint 19, 59 lb uplift at joint 18, 63 lb uplift at joint 16 and 97 lb uplift at joint 15.
12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 20, 21, 23, 24, 25, 19, 18.
13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16060590B
Truss
T03GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Thu Jun 16 08:33:56 2016 Page 1 Universal Forest Products
ID:QGfAC7goieli0TELsB33qIz7gR?-nTO88mB6nCfjLtDF2ejk2UMPce2ruT6165CCTkz5n?9
Scale = 1:26.9
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
4x4
4x4
4x4
2x4
12-4-0
12-4-0
-1-6-0
1-6-0
6-2-0
6-2-0
12-4-0
6-2-0
13-10-0
1-6-0
0-10-84-11-135-5-90-10-88.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
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)
0.49
0.04
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.08
-0.00
(loc)
9
9
10
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 53 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 10-0-0 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.(lb/size) 16=284/12-4-0, 10=284/12-4-0, 13=290/12-4-0, 14=265/12-4-0, 15=193/12-4-0, 12=265/12-4-0, 11=193/12-4-0
Max Horz16=-121(LC 6)
Max Uplift16=-80(LC 8), 10=-91(LC 9), 14=-67(LC 8), 15=-80(LC 7), 12=-68(LC 9), 11=-74(LC 6)
Max Grav16=309(LC 12), 10=309(LC 12), 13=290(LC 1), 14=327(LC 2), 15=193(LC 1), 12=327(LC 3), 11=193(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 2-16=-282/164, 1-2=0/164, 2-3=-83/163, 3-17=-27/194, 4-17=-17/214, 4-5=-35/195, 5-6=-35/195, 6-18=-1/214, 7-18=-11/194,
7-8=-65/163, 8-9=0/164, 8-10=-282/164
BOT CHORD 15-16=-160/130, 14-15=-160/130, 13-14=-160/130, 12-13=-160/130, 11-12=-160/130, 10-11=-160/130
WEBS 5-13=-251/0, 4-14=-285/135, 3-15=-156/98, 6-12=-286/135, 7-11=-156/98
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=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-05; Pf=40.0 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 40.0 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 80 lb uplift at joint 16, 91 lb uplift at joint 10, 67
lb uplift at joint 14, 80 lb uplift at joint 15, 68 lb uplift at joint 12 and 74 lb uplift at joint 11.
12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard