HomeMy WebLinkAboutM004.1Job
16491
Truss
AT1
Truss Type
Attic
Qty
12
Ply
1
16491
Job Reference (optional)
0001
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:32 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-i8ULH3UKZfXG__zJnEYyUWwDNud0FmdBkTYjzPyLGfj
Scale = 1:89.4
T1
T2
T4
T5
B1
W17
W15
W14 W11
W10
W12
B3
W1
W13
W16
T3 T3
W3
W3
W4 W4
W2W2
W4
W2
W2
W9
T6
B4F1
W6
W8
W7
W5
W5
352#/-312# 2256#/0#2114#/0#352#/-312#
1 2
3
4
5
6 9 11 12 13
16
18
19
20
21
7
8
10 14
15
17
36 35 34 33 31
29 28 24 23 22
32 30
27
26
25
37 38 40
6x10
8x8 10x16
3x8 MT18HS
3x4
3x6
3x6
3x6 4x4 4x4
4x6
4x4 4x8
4x8
4x8
6x8
3x8 MT18HS
4x8 4x4
8x8
4x8 6x8
6x8
4x6
3x8 MT18HS
8x8
0-3-4
0-3-4
6-11-8
6-8-4
7-2-12
0-3-4
8-10-2
1-7-6
16-2-4
7-4-2
19-0-2
2-9-14
21-10-0
2-9-14
24-7-14
2-9-14
27-5-12
2-9-14
34-5-4
6-11-8
34-8-8
0-3-4
-1-0-0
1-0-0
4-7-4
4-7-4
8-10-2
4-2-13
16-2-4
7-4-2
16-11-1
0-8-13
17-8-1
0-9-0
19-0-2
1-4-1
23-4-7
4-4-5
23-7-7
0-3-0
24-7-14
1-0-7
25-10-1
1-2-3
27-5-12
1-7-11
34-8-8
7-2-12
37-8-8
3-0-0
0-5-74-1-1011-3-1411-11-22-6-131-4-011-11-25.00 12
10.00 12
Plate Offsets (X,Y)-- [2:0-3-0,2-11-10], [2:0-0-0,3-4-2], [2:0-0-0,3-4-2], [2:0-0-0,3-4-2], [2:Edge,0-1-8], [9:0-6-4,0-2-0], [11:0-4-0,0-3-0], [12:0-4-0,0-3-0], [13:1-1-0,0-2-0], [14:0-2-2
,0-1-12], [20:0-3-8,Edge], [37:0-2-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.93
0.80
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.31
0.05
0.09
(loc)
26-27
26-27
22
23
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 244 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SP DSS
BOT CHORD 2x4 SPF No.2 *Except*
F1: 2x8 SP No.2
WEBS 2x4 SPF Stud *Except*
W11,W10,W12,W1,W13: 2x4 SPF No.2, W3: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 9-13, 7-10, 14-17.
BOT CHORD Rigid ceiling directly applied. Except:
6-0-0 oc bracing: 2-36
WEBS 1 Row at midpt 10-16
JOINTS 1 Brace at Jt(s): 7, 10, 27, 26, 30
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=205/0-1-12 (min. 0-1-8), 36=1898/0-5-8 (min. 0-3-9), 22=1588/0-5-8 (min. 0-3-5)
Max Horz2=270(LC 11)
Max Uplift2=-312(LC 8)
Max Grav2=352(LC 37), 36=2256(LC 44), 22=2114(LC 46)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-453/680, 3-44=-371/772, 4-44=-369/821, 4-45=-1893/0, 45-46=-1671/0, 5-46=-1611/0,
5-6=-1683/211, 6-9=-405/1262, 9-47=-319/1462, 11-47=-319/1462, 11-48=-319/1462,
12-48=-319/1462, 12-13=-319/1462, 13-16=-281/1416, 16-49=-251/414, 18-49=-319/288,
18-19=-1708/0, 19-50=-1717/0, 50-51=-1926/0, 20-51=-1943/0, 20-22=-2032/52,
7-8=-272/69, 8-10=-298/77, 14-15=-1763/24, 15-17=-60/655
BOT CHORD 2-36=-588/406, 35-36=-56/699, 34-35=-54/701, 33-34=-54/701, 31-33=0/1285,
29-31=0/2863, 28-29=0/2863, 24-28=0/2863, 23-24=0/1528, 30-32=-1303/0, 27-30=-1303/0,
26-27=-1463/0, 25-26=-1463/0
WEBS 3-36=-472/156, 4-36=-2319/0, 4-33=-30/935, 32-33=-271/122, 7-32=-48/600, 5-7=-866/399,
23-25=-313/17, 17-25=-40/513, 17-18=-213/297, 6-37=-2370/0, 10-37=-2523/0,
10-38=-2734/15, 38-40=-2734/15, 14-40=-2754/9, 14-16=-1162/38, 20-23=0/1269,
9-37=-408/33, 24-26=-341/0, 24-25=0/1383, 24-27=-401/0, 30-31=-344/0, 31-32=0/1451,
27-31=-571/0, 15-18=-2137/8, 6-7=-234/1188, 15-16=0/636, 13-14=-601/96, 12-40=-376/16
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2
Job
16491
Truss
AT1
Truss Type
Attic
Qty
12
Ply
1
16491
Job Reference (optional)
0001
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:32 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-i8ULH3UKZfXG__zJnEYyUWwDNud0FmdBkTYjzPyLGfj
NOTES-
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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 16-18, 6-37, 10-37, 10-38, 38-40, 14-40, 14-16; Wall dead load (5.0psf) on member(s).7-32, 5-7, 17-25, 17-18
11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 30-32, 27-30, 26-27, 25-26
12) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=312.
14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
15) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom
chord.
16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
17) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16491
Truss
AT1G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0002
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:51 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-eo8WGZjF4VwZmuwzOjOPlXCUAYEGCKc_6weE8oyLGfQ
Scale = 1:94.0
T1
T2
T4
T5
B1
W21
W19
W18
W13
W12
W16
B3
W2
W17
W20
T3 T3
W4 W4
W4
W5 W5
W6 W6
W3W3
W6
W3
W3
W14
W15W11W10
W8
B4
ST19
ST19
ST19
ST17
ST18
ST15
ST16ST13ST14
ST11ST12
ST9ST10
ST7
ST8ST6ST4
ST5ST3
ST2ST1
ST20
ST21ST22
ST23
ST24ST25ST26
ST27
ST28ST29ST30
W9
W7 W1
539#/-170# 1784#/-90#2097#/0#539#/-170#
1 2
3
4
5
6 9 11 13
1417
18
20
21
22
7
8 10
12 15
16
19
38 37 36 34 32
30 29 25 24 23
35
33
31
28
27
26
40 39
6x10
12x12
3x12 MT18HS
3x4 3x6 4x4 4x4
4x6
4x6
4x4 4x8
4x8
4x6
6x8
3x8 MT18HS
4x8
5x9
8x8 5x9
8x8
5x9
8x12 8x8
4x8
3x6
3x6
7-2-12
7-2-12
8-10-2
1-7-6
16-2-4
7-4-2
17-8-1
1-5-13
19-0-2
1-4-1
21-10-0
2-9-14
24-2-7
2-4-7
24-7-14
0-5-7
27-5-12
2-9-14
34-5-4
6-11-8
34-8-8
0-3-4
-1-0-0
1-0-0
4-7-4
4-7-4
8-10-2
4-2-13
16-2-4
7-4-2
17-8-1
1-5-13
19-0-2
1-4-1
24-7-14
5-7-12
25-10-1
1-2-3
27-5-12
1-7-11
34-8-8
7-2-12
37-8-8
3-0-0
0-5-74-1-1011-3-1411-7-102-6-131-2-011-3-145.00 12
10.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-8], [8:0-4-0,0-3-0], [9:0-6-4,0-2-0], [13:0-9-4,0-2-4], [15:0-2-2,0-1-12], [16:0-6-0,0-5-4], [16:0-1-12,0-1-7], [21:0-3-8,Edge], [28:0-4-0,0-2-8],
[28:0-1-12,0-0-0], [39:0-4-8,0-2-0], [82:0-1-11,0-0-12], [85:0-1-11,0-0-12], [88:0-1-11,0-0-12], [91:0-1-11,0-0-12], [92:0-2-3,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.83
0.30
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.22
0.04
0.07
(loc)
24
26-27
23
24
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 361 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF Stud *Except*
W13,W12,W16,W2,W17,W9,W7,W1: 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except*
ST19,ST17,ST20,ST22: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 9-13, 7-12, 15-19.
BOT CHORD Rigid ceiling directly applied. Except:
6-0-0 oc bracing: 33-35, 31-33, 26-31
WEBS 1 Row at midpt 4-34
JOINTS 1 Brace at Jt(s): 7, 12, 16, 8, 33
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=359/0-1-12 (min. 0-1-8), 38=1608/0-5-8 (min. 0-2-13), 23=1594/0-5-8 (min. 0-3-5)
Max Horz2=270(LC 11)
Max Uplift2=-170(LC 8), 38=-90(LC 12)
Max Grav2=539(LC 24), 38=1784(LC 34), 23=2097(LC 46)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-907/377, 3-97=-799/385, 4-97=-757/434, 4-98=-1862/0, 98-99=-1674/0, 5-99=-1608/0,
5-6=-1384/17, 6-9=-1244/0, 9-100=-735/140, 11-100=-735/140, 11-101=-735/140,
13-101=-735/140, 13-14=-207/539, 14-17=-728/0, 17-102=-831/26, 18-102=-916/18,
18-20=-1693/0, 20-103=-1717/0, 103-104=-1910/0, 21-104=-1927/0, 21-23=-2013/51,
8-10=-717/103, 10-12=-324/166, 15-16=-1279/29, 16-19=-85/337
BOT CHORD 2-38=-243/817, 37-38=0/1062, 36-37=0/1064, 34-36=0/1064, 32-34=0/1186, 30-32=0/2245,
29-30=0/2245, 25-29=0/2245, 24-25=0/1508, 33-35=-431/539, 31-33=-431/538,
28-31=-431/538, 27-28=-1175/0, 26-27=-1175/0
WEBS 3-38=-463/117, 4-38=-1723/74, 4-34=-162/599, 5-7=-283/264, 24-26=-329/20,
19-26=-173/349, 18-19=-239/307, 12-40=-54/257, 15-39=-1914/78, 14-15=-751/63,
21-24=0/1285, 9-40=-37/1196, 13-15=-450/19, 11-39=-373/106, 9-39=-1217/67,
13-39=0/749, 25-27=-334/0, 25-26=0/1081, 25-28=-163/412, 31-32=-67/501,
32-35=-467/599, 28-32=-1180/0, 16-17=-68/309, 16-18=-973/59, 14-16=0/677,
5-8=-535/174, 8-40=-112/1130, 10-31=-18/683
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.Continued on page 2
Job
16491
Truss
AT1G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0002
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:51 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-eo8WGZjF4VwZmuwzOjOPlXCUAYEGCKc_6weE8oyLGfQ
NOTES-
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
12) Ceiling dead load (5.0 psf) on member(s). 6-40, 12-40, 12-39, 15-39, 14-15; Wall dead load (5.0psf) on member(s).19-26, 18-19, 10-31
13) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 28-31, 27-28, 26-27
14) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38 except (jt=lb) 2=170.
16) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
17) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom
chord.
18) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
19) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16491
Truss
AT1GR
Truss Type
ATTIC GIRDER
Qty
2
Ply
2
16491
Job Reference (optional)
0003
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:55 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-WZN15wmm8kQ?FWEkdZSLvNNCXARz8C4Z1YcRHayLGfM
Scale = 1:66.5
T1
T3
T1
B1
W8
W12
B2
W1
W16
W9
W16
W13
W3
W3
W3
T2T2
W10
W11
W6
W7
W4W4 W4
W2W2W2W2 B1
W14
W15
W5
3078#/0#3228#/0#
1
2
3
4
7 9 10
11
14
15
17
12
13
1656
8
31 30 29 27
25 24 20 19
18
28 26
23
22
21
32 33
8x8
5x6
3x4 3x8 MT18HS5x6 4x4
4x8
4x8
3x4
8x8
4x4
5x9
1.5x4
1.5x4
1.5x4
6x10
1.5x4
4x8
6x8
1.5x4
1.5x4
6x8
4x4
4-8-14
4-8-14
9-2-4
4-5-6
12-0-2
2-9-14
13-10-0
1-9-14
14-10-0
1-0-0
17-7-14
2-9-14
19-0-2
1-4-4
20-5-12
1-5-10
23-11-2
3-5-6
27-8-0
3-8-14
4-8-14
4-8-14
9-2-4
4-5-6
9-5-14
0-3-10
10-1-2
0-7-4
10-5-9
0-4-7
10-8-1
0-2-8
13-10-0
3-1-15
17-2-7
3-4-7
18-2-2
0-11-11
19-0-2
0-10-0
20-5-12
1-5-10
23-11-2
3-5-6
27-8-0
3-8-14
2-7-411-3-142-7-41-4-011-3-1410.00 12
Plate Offsets (X,Y)-- [7:0-6-4,0-2-0], [9:0-4-0,0-3-0], [12:0-5-10,0-1-8], [17:0-2-12,0-1-8], [18:Edge,0-1-8], [29:0-3-0,0-1-12], [32:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
4-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.74
0.95
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.28
0.04
0.14
(loc)
22-23
22-23
18
18-19
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 364 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T1: 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W8,W12,W1,W9,W13: 2x4 SPF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 1, 7, 10, 17, 32, 33, 16, 12, 5, 13, 23, 26, 22
REACTIONS.(lb/size) 31=2740/0-5-8 (min. 0-2-7), 18=2794/0-5-8 (min. 0-2-9)
Max Horz31=-470(LC 6)
Max Grav31=3078(LC 2), 18=3228(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2830/0, 2-3=-3098/1, 3-4=-2101/187, 4-7=0/1693, 7-9=0/1929, 9-10=0/1929,
10-11=0/1724, 11-14=-755/294, 14-15=-1158/304, 15-17=-3320/0, 1-31=-2981/0,
17-18=-3094/0, 12-13=-3615/0, 13-16=-405/1127, 6-8=-500/254
BOT CHORD 30-31=-429/451, 29-30=0/2292, 27-29=-15/2419, 25-27=0/5646, 24-25=0/5646,
20-24=0/5646, 19-20=0/2682, 26-28=-2684/0, 23-26=-2684/0, 22-23=-2902/0,
21-22=-2902/0
WEBS 28-29=-164/298, 5-28=0/1425, 3-5=0/1479, 19-21=-537/96, 16-21=0/1013, 15-16=-177/752,
4-32=-3820/0, 8-32=-3944/0, 8-33=-4138/0, 12-33=-4149/0, 11-12=-1168/197,
2-29=-137/465, 17-19=0/2365, 7-32=-603/78, 9-33=-413/149, 10-12=-1417/0,
13-14=-223/471, 13-15=-2404/212, 11-13=0/1988, 3-6=-753/171, 26-27=-686/0,
20-22=-682/0, 20-21=0/2771, 20-23=-843/10, 27-28=0/2976, 23-27=-1150/36, 2-30=-918/0,
1-30=0/2282, 4-6=-200/885
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-4-0 oc, member 10-12 2x4 - 1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 4x6 MT20 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.
Continued on page 2
Job
16491
Truss
AT1GR
Truss Type
ATTIC GIRDER
Qty
2
Ply
2
16491
Job Reference (optional)
0003
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:55 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-WZN15wmm8kQ?FWEkdZSLvNNCXARz8C4Z1YcRHayLGfM
NOTES-
10) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-32, 8-32, 8-33, 12-33, 11-12; Wall dead load (5.0psf) on member(s).5-28, 3-5, 16-21, 15-16
11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 26-28, 23-26, 22-23, 21-22
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
16491
Truss
BOX1
Truss Type
Flat Girder
Qty
1
Ply
1
16491
Job Reference (optional)
0004
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:36:57 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-TyVnWcn0gLgjUqN7l_Vp?oSa3zLlcEksUs5YLSyLGfK
Scale = 1:42.4
W1
T1
W1
B1
W2 W1 W2
265#/-133# 265#/-133#
1 2 3
6 5 4
2x4 2x4 4x8
3x4 1.5x4 3x4
3-5-8
3-5-8
6-11-0
3-5-8
3-5-8
3-5-8
6-11-0
3-5-8
7-2-12LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.61
0.04
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
5
5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud *Except*
W2: 2x4 SPF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals.
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) 6=265/Mechanical, 4=265/Mechanical
Max Horz6=-194(LC 6)
Max Uplift6=-133(LC 6), 4=-133(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=133,
4=133.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
GR7A
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0005
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:01 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-LjlIM_qXjaB8zRhu_qZl9edGMaUOYyUSPU3lUDyLGfG
Scale = 1:58.4
T1
T2
T4
B1
B2
W4 W3
W1 W2 W1 W2 W1 W2 W1 W2 W1
HW1
HW2
T3
B3
W6 W5
1882#/-59#1361#/-50#1882#/-59#1361#/-50#
1
2
3
4
5 6 7 8 9 10
11
12
20
19 18 17 16 15 14 13
5x9
4x4
4x8 3x6
4x8
3x6
4x4
6x6
4x6
5x6
4x4 4x8
1.5x4
2x4
4x8 1.5x4
4x8 2x4
2x4
4x6
Special
5-3-2
5-3-2
9-0-5
3-9-4
13-8-1
4-7-11
18-2-0
4-5-15
22-7-15
4-5-15
27-3-11
4-7-11
32-4-0
5-0-5
5-3-2
5-3-2
9-0-5
3-9-4
13-8-1
4-7-11
18-2-0
4-5-15
22-7-15
4-5-15
27-3-11
4-7-11
32-4-0
5-0-5
0-10-57-7-97-10-130-3-40-10-23-3-74-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [1:0-7-0,Edge], [3:0-1-4,0-2-0], [5:0-6-0,0-2-0], [10:0-6-0,0-2-0], [19:0-3-0,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.53
0.95
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.30
0.23
0.10
(loc)
18-19
18-19
12
18-19
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 329 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud *Except*
W6: 2x8 SP No.2
SLIDER Left 2x4 SPF Stud -| 2-3-0, Right 2x4 SPF Stud -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=1882/0-3-8 (min. 0-1-8), 12=1361/0-3-8 (min. 0-1-8)
Max Horz1=140(LC 10)
Max Uplift1=-59(LC 7), 12=-50(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2644/309, 2-3=-5294/610, 3-4=-6571/792, 4-5=-2991/395, 5-6=-2722/399,
6-7=-2722/399, 7-8=-2248/341, 8-9=-2248/341, 9-10=-2248/341, 10-11=-1810/252,
11-12=-980/88
BOT CHORD 1-20=-562/4333, 19-20=-616/4966, 18-19=-604/5014, 17-18=-241/2388, 16-17=-289/2676,
15-16=-289/2676, 14-15=-289/2676, 13-14=-126/1375, 12-13=-127/1374
WEBS 4-19=-309/2945, 4-18=-2868/394, 5-18=-104/1225, 5-17=-206/504, 6-17=-286/111,
7-14=-589/79, 9-14=-293/113, 10-14=-177/1182, 3-20=-1169/129, 3-19=-155/1277
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for uplift
only and does not consider lateral forces.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
16491
Truss
GR7A
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0005
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:01 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-LjlIM_qXjaB8zRhu_qZl9edGMaUOYyUSPU3lUDyLGfG
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 656 lb down and 86 lb up at 3-4-12 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-10=-60, 10-12=-60, 19-21=-20, 19-25=-20
Concentrated Loads (lb)
Vert: 3=-656(F)
Job
16491
Truss
GR7B
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0006
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:06 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-ihYBPhufY6pR3CZsmN9wshK1AbCqD7bBYmnWARyLGfB
Scale = 1:58.9
T1
T2
T4
B1
B2
W12
W8 W6 W5
HW1
W3
B4
B5
W10
W14
W11
W3
W2
W1
W4 W7
W9
T3
B3W15
W13
2893#/-113#1472#/-59#2893#/-113#
1
2
3
4
5 6 7 8 9
10
11
22
21 20 19 18 17
16
15
14
13
12
8x8
4x4
3x6
8x8
4x6
4x6
5x6
6x8
6x6
2x4
1.5x4
8x8
1.5x4
8x8
4x6
4x8
4x4
5x6
4x4
2x4
4x8
Special
2-11-5
2-11-5
5-3-2
2-3-13
9-0-5
3-9-4
13-7-3
4-6-13
14-3-11
0-8-8
19-10-8
5-6-13
27-3-11
7-5-3
30-4-8
3-0-13
32-4-0
1-11-8
2-11-5
2-11-5
5-3-2
2-3-13
9-0-5
3-9-4
13-7-3
4-6-13
14-3-11
0-8-8
18-2-0
3-10-5
19-10-8
1-8-8
22-8-13
2-10-5
27-3-11
4-6-13
30-4-8
3-0-13
32-4-0
1-11-8
0-10-57-7-97-10-130-3-40-10-23-3-70-9-14-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [1:0-0-3,Edge], [4:0-1-8,0-1-12], [5:0-4-0,0-2-0], [9:0-3-12,0-1-12], [12:0-1-12,0-0-0], [12:Edge,0-7-0], [14:0-2-8,Edge], [16:0-2-4,Edge], [21:0-4-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.91
0.87
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.40
0.34
0.13
(loc)
20-21
20-21
12
20-21
l/defl
>999
>969
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 318 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T1: 2x4 SPF 2100F 1.8E
BOT CHORD 2x6 SPF No.2 *Except*
B1: 2x6 SPF 1650F 1.5E, B4: 2x4 SPF No.2, B5: 2x4 SPF Stud
WEBS 2x4 SPF Stud *Except*
W4: 2x4 SPF No.2, W15: 2x6 SPF No.2
SLIDER Left 2x4 SPF Stud -| 2-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-8-14 max.): 5-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=2893/0-5-8 (min. 0-2-4), 12=1472/0-3-8 (min. 0-1-8)
Max Horz1=133(LC 27)
Max Uplift1=-113(LC 7), 12=-59(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4304/405, 2-3=-8150/741, 3-27=-10375/952, 4-27=-9287/912, 4-5=-3973/445,
5-6=-3230/420, 6-7=-3420/472, 7-8=-3420/472, 8-9=-3445/470, 9-10=-2303/273,
10-11=-2506/304, 11-12=-1436/180
BOT CHORD 1-22=-654/6637, 21-22=-709/7427, 20-21=-690/7198, 19-20=-290/3039, 18-19=-290/3039,
15-16=-133/1813, 14-15=-216/2049
WEBS 4-21=-377/4469, 4-20=-4449/462, 5-20=-138/1956, 5-18=-297/473, 8-16=-423/163,
11-14=-201/1846, 6-18=-423/219, 6-16=-194/324, 16-18=-301/3029, 9-16=-257/1811,
9-15=0/360, 3-22=-1710/150, 3-21=-145/1542
NOTES-
1) Special connection required to distribute web loads equally between all plies.
2) 2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-2-0 oc.
Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Web connected with USP WS6 screws as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for uplift
only and does not consider lateral forces.
Continued on page 2
Job
16491
Truss
GR7B
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0006
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:06 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-ihYBPhufY6pR3CZsmN9wshK1AbCqD7bBYmnWARyLGfB
NOTES-
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1796 lb down and 147 lb up at 3-4-12 on top chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-9=-60, 9-11=-60, 21-23=-20, 17-21=-20, 14-16=-20, 12-13=-20
Concentrated Loads (lb)
Vert: 27=-1796(B)
Job
16491
Truss
GR7C
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0007
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:10 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-aSniF3xAcLJtYptd?DEs0XUmyDd?9?knTNlkJCyLGf7
Scale = 1:56.2
T1
T2
T4
B1
B2
W5
W12 W8
W6 W3W3
W14 W13
B5
W10
B4
T3
B3
W11
W7W4
W9
W2
W1
3522#/-155#1527#/-63#3522#/-155#
1
2
3
4 5 6 7 8
9
10
21
20 19 18 17 16 12
11
15
14
13
8x12
8x12 3x6
10x10 4x6 6x8
5x6
4x6 2x4
1.5x4
4x4
4x8
8x8
1.5x4
4x6
8x8
4x8
4x4
5x6
Special
2-11-5
2-11-5
5-3-2
2-3-13
9-0-5
3-9-4
14-3-11
5-3-5
19-10-8
5-6-13
27-3-11
7-5-3
30-4-8
3-0-13
32-4-0
1-11-8
2-11-5
2-11-5
5-3-2
2-3-13
9-0-5
3-9-4
14-3-11
5-3-5
18-2-0
3-10-5
22-8-13
4-6-13
27-3-11
4-6-13
30-4-8
3-0-13
32-4-0
1-11-8
0-10-27-7-60-10-23-0-00-9-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [1:0-4-4,0-3-15], [2:0-2-1,0-2-12], [3:0-1-4,0-2-4], [4:0-9-12,0-1-12], [8:0-3-12,0-1-12], [11:0-1-12,0-0-0], [11:Edge,0-7-0], [13:0-2-8,0-0-0], [15:0-2-8,Edge],
[20:0-5-0,0-5-4], [21:1-9-10,2-11-5]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.73
0.66
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.42
0.35
0.14
(loc)
19-20
19-20
11
19-20
l/defl
>999
>920
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 337 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T1: 2x6 SPF No.2
BOT CHORD 2x6 SPF No.2 *Except*
B1: 2x8 SP DSS, B2: 2x6 SPF 1650F 1.5E, B5: 2x4 SPF Stud
B4: 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W12,W4: 2x4 SPF No.2, W14: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-6-6 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=3522/0-5-8 (min. 0-2-12), 11=1527/0-3-8 (min. 0-1-8)
Max Horz1=136(LC 10)
Max Uplift1=-155(LC 7), 11=-63(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-11189/985, 2-3=-10813/1011, 3-4=-4349/469, 4-5=-3453/435, 5-6=-3607/484,
6-7=-3607/484, 7-8=-3634/482, 8-9=-2395/279, 9-10=-2593/309, 10-11=-1490/184
BOT CHORD 1-21=-875/9313, 20-21=-943/10355, 19-20=-747/8075, 18-19=-312/3370, 17-18=-312/3370,
14-15=-138/1886, 13-14=-220/2119
WEBS 4-17=-342/445, 3-20=-449/5558, 3-19=-4981/493, 4-19=-154/2205, 7-15=-427/163,
5-17=-451/232, 2-21=-1969/155, 10-13=-205/1911, 8-14=0/360, 8-15=-265/1940,
5-15=-216/329, 15-17=-313/3238
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-2-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 11. This connection is for uplift
only and does not consider lateral forces.
Continued on page 2
Job
16491
Truss
GR7C
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0007
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:10 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-aSniF3xAcLJtYptd?DEs0XUmyDd?9?knTNlkJCyLGf7
NOTES-
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2481 lb down and 192 lb up at 3-4-12 on top chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 4-8=-60, 8-10=-60, 20-22=-20, 16-20=-20, 11-12=-20, 13-15=-20
Concentrated Loads (lb)
Vert: 2=-2481(F)
Job
16491
Truss
GR7D
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0008
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:14 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-TD1D5Q_ggZpI1RBOE3IoBNfQiqvo5oEMO?jxSzyLGf3
Scale = 1:57.0
T1
T2
T4
B1
B2
W4 W3
W1 W2 W1 W2 W1 W2 W1 W2 W1
HW1
HW2
W6 W5
T3
B3
3660#/-162#1571#/-62#3660#/-162#1571#/-62#
1
2
3
4
5 6 7 8 9 10
11
12
20
19 18 17 16 15 14 13
10x10
4x6
4x8 3x6
4x8
3x6
4x4
10x10 4x6
6x10
6x6 4x8
1.5x4
2x4
4x8 1.5x4
4x8 2x4
5x6
2x4
Special
3-4-12
3-4-12
5-3-2
1-10-6
9-0-5
3-9-4
13-8-1
4-7-11
18-2-0
4-5-15
22-7-15
4-5-15
27-3-11
4-7-11
32-4-0
5-0-5
3-4-12
3-4-12
5-3-2
1-10-6
9-0-5
3-9-4
13-8-1
4-7-11
18-2-0
4-5-15
22-7-15
4-5-15
27-3-11
4-7-11
32-4-0
5-0-5
0-10-27-7-60-10-23-0-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [1:0-3-10,0-4-8], [5:0-6-0,0-2-0], [10:0-6-0,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.87
0.99
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.50
0.37
0.16
(loc)
18-19
18-19
12
18-19
l/defl
>999
>776
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 332 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T1: 2x4 SPF 1650F 1.5E
BOT CHORD 2x6 SPF No.2 *Except*
B1: 2x6 SP DSS
WEBS 2x4 SPF Stud *Except*
W4: 2x4 SPF No.2
SLIDER Left 2x4 SPF Stud -| 2-6-0, Right 2x4 SPF Stud -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=3660/0-5-8 (min. 0-2-14), 12=1571/0-3-8 (min. 0-1-8)
Max Horz1=140(LC 10)
Max Uplift1=-162(LC 7), 12=-62(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5494/480, 2-3=-10550/920, 3-4=-11426/1073, 4-5=-4404/477, 5-6=-3644/452,
6-7=-3644/452, 7-8=-2727/369, 8-9=-2727/369, 9-10=-2727/369, 10-11=-2120/270,
11-12=-1177/99
BOT CHORD 1-20=-813/8612, 19-20=-911/10015, 18-19=-815/8678, 17-18=-309/3555, 16-17=-329/3378,
15-16=-329/3378, 14-15=-329/3378, 13-14=-140/1617, 12-13=-142/1618
WEBS 4-19=-482/5931, 4-18=-5592/550, 5-18=-166/2296, 5-17=-356/468, 6-17=-281/113,
7-17=-78/366, 7-14=-895/97, 9-14=-293/113, 10-14=-196/1502, 3-20=-2639/214,
3-19=-176/1167
NOTES-
1) Special connection required to distribute web loads equally between all plies.
2) 2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 2 rows staggered at 0-3-0 oc.
Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Web connected with USP WS6 screws as follows: 2x4 - 1 row at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for uplift
only and does not consider lateral forces.
Continued on page 2
Job
16491
Truss
GR7D
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
16491
Job Reference (optional)
0008
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:14 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-TD1D5Q_ggZpI1RBOE3IoBNfQiqvo5oEMO?jxSzyLGf3
NOTES-
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2644 lb down and 202 lb up at 3-4-12 on top chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-60, 5-10=-60, 10-12=-60, 19-21=-20, 19-25=-20
Concentrated Loads (lb)
Vert: 3=-2644(B)
Job
16491
Truss
M01
Truss Type
Jack-Closed
Qty
3
Ply
1
16491
Job Reference (optional)
0009
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:17 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-tojLjS1ZyUCtuuvzwBsVo0H0O15hIHhp4zxc3IyLGf0
Scale = 1:60.1
T1
T2
W1
B1
W5
W4 W3 W2
B2 334#/-154#
339#/-98# 813#/-104#339#/-98#
1 2
3
4
5
9 8 7 6
6x10
4x6
4x6 3x4
3x6
3x6
3x6
4x4
1.5x4
1.5x4
0-3-4
0-3-4
6-11-8
6-8-4
7-2-12
0-3-4
8-10-2
1-7-6
16-2-8
7-4-6
-1-0-0
1-0-0
4-7-4
4-7-4
8-10-2
4-2-13
16-2-8
7-4-6
0-5-74-1-1010-10-910-3-55.00 12
10.00 12
Plate Offsets (X,Y)-- [2:0-3-0,2-11-10], [2:0-0-0,3-4-2], [2:0-0-0,3-4-2], [2:0-0-0,3-4-2], [2:0-0-10,0-1-8], [5:0-4-2,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.46
0.34
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.14
0.01
0.13
(loc)
6-7
6-7
2
6-7
l/defl
>999
>743
n/a
>788
L/d
360
240
n/a
240
PLATES
MT20
Weight: 95 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
F1: 2x8 SP No.2
WEBS 2x4 SPF Stud *Except*
W1,W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=334/Mechanical, 2=330/0-1-12 (min. 0-1-8), 9=681/0-5-8 (min. 0-1-8)
Max Horz2=306(LC 11)
Max Uplift6=-154(LC 9), 2=-98(LC 8), 9=-104(LC 8)
Max Grav6=334(LC 1), 2=339(LC 19), 9=813(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-315/114, 3-14=-252/123, 4-5=-250/152
WEBS 3-9=-378/175, 4-9=-527/246
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 6=154,
9=104.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
M02
Truss Type
Monopitch
Qty
9
Ply
1
16491
Job Reference (optional)
0010
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:19 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-qBq6882pU5Sb7C3M1cuzuRMMSrkYmCd6YHQi7ByLGf_
Scale = 1:48.8
T1 W1
B1
W2
W3
523#/-36#
293#/-126#
1
2
3
5 4
2x4
1.5x4
4x6
3x4
-3-0-0
3-0-0
7-1-0
7-1-0
2-6-138-5-109-0-010.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.49
0.51
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.26
-0.00
0.00
(loc)
4-5
4-5
4
5
l/defl
>639
>319
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W1: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=504/0-5-8 (min. 0-1-8), 4=228/Mechanical
Max Horz5=264(LC 7)
Max Uplift5=-36(LC 10), 4=-126(LC 7)
Max Grav5=523(LC 16), 4=293(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-455/205
BOT CHORD 4-5=-256/160
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=126.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
M03
Truss Type
Monopitch
Qty
1
Ply
1
16491
Job Reference (optional)
0011
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:21 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-maysZp430jiJNWDk91wRzsSiPeU5E7LO?bvpB3yLGey
Scale: 3/16"=1'
T2
W1
B1
W3
W2
W4
W5
T1
632#/0#
429#/-212#
1
2
3
4
5
8 7 6
2x4
1.5x4 4x4
4x6
4x6
4x4
4x6
0-3-4
0-3-4
5-4-0
5-0-12
10-8-0
5-4-0
-3-0-0
3-0-0
5-4-0
5-4-0
10-8-0
5-4-0
2-6-1311-5-811-11-1310.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.46
0.25
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
-0.00
0.00
(loc)
7-8
7-8
6
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W1,W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-6, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=632/0-5-8 (min. 0-1-8), 6=386/Mechanical
Max Horz8=306(LC 10)
Max Uplift6=-212(LC 10)
Max Grav8=632(LC 1), 6=429(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-342/0, 2-8=-593/26
BOT CHORD 7-8=-416/190
WEBS 4-6=-402/183, 2-7=0/330
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=212.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
M3GR
Truss Type
MONOPITCH GIRDER
Qty
1
Ply
2
16491
Job Reference (optional)
0015
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:24 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-A8e?Br6yJe4uEzyJq9U8bU4E6sQ?RMSrhZ8TnOyLGev
Scale = 1:69.8
T2
W1
B1
W3 W2
W5
W4
T1
2816#/-154#
4326#/-409#
1
2
3
4
7 6 5
1.5x4
3x6 5x6
5x6
3x6
8x8
3x6
HUS26 HUS26
HUS26
HUS26
HUS26
Special
5-3-12
5-3-12
10-7-8
5-3-12
5-3-12
5-3-12
10-7-8
5-3-12
2-7-411-5-810.00 12
Plate Offsets (X,Y)-- [6:0-3-8,0-5-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.43
0.62
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.00
0.02
(loc)
5-6
5-6
5
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 170 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.2
WEBS 2x4 SPF Stud *Except*
W1,W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5
REACTIONS.(lb/size) 7=2790/0-5-8 (min. 0-2-3), 5=4253/Mechanical
Max Horz7=317(LC 7)
Max Uplift7=-154(LC 6), 5=-409(LC 7)
Max Grav7=2816(LC 2), 5=4326(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1996/173, 2-3=-1864/191, 1-7=-1994/176
BOT CHORD 7-8=-309/206, 8-9=-309/206, 6-9=-309/206, 6-10=-219/1497, 10-11=-219/1497,
11-12=-219/1497, 5-12=-219/1497
WEBS 3-6=-185/2824, 3-5=-2415/316, 1-6=-139/1631
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=409.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and
does not consider lateral forces.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from
the left end to 9-8-12 to connect truss(es) T05B (1 ply 2x4 SPF) to front face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1078 lb down and 69 lb up at
10-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
16491
Truss
M3GR
Truss Type
MONOPITCH GIRDER
Qty
1
Ply
2
16491
Job Reference (optional)
0015
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:24 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-A8e?Br6yJe4uEzyJq9U8bU4E6sQ?RMSrhZ8TnOyLGev
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 5=-1045(F) 8=-1034(F) 9=-1034(F) 10=-1034(F) 11=-1034(F) 12=-1036(F)
Job
16491
Truss
M05A
Truss Type
Monopitch
Qty
15
Ply
1
16491
Job Reference (optional)
0014
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:26 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-6XllcX8CrFKbTH5ixaWcgv9Rgf4wvG379tdasHyLGet
Scale = 1:17.5
T1
W1
B1
W2
W4 W3
646#/-135#453#/-82#
1
2
3
4
7
6 5
8 9
5x12 MT18HS
4x8
4x8
1.5x4
1.5x4
3x4
3-11-2
3-11-2
7-10-4
3-11-2
-1-1-4
1-1-4
3-11-2
3-11-2
7-10-4
3-11-2
0-10-00-7-82-1-70-3-81-2-110-10-122-1-72.00 12
Plate Offsets (X,Y)-- [2:0-0-7,0-2-12], [4:0-3-2,0-2-8], [5:0-3-8,Edge]
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
1.00
0.65
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.19
-0.02
0.08
(loc)
6-7
6-7
9
6-7
l/defl
>671
>468
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 23 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W4: 2x6 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=598/0-1-8 (min. 0-1-8), 9=398/0-1-8 (min. 0-1-8)
Max Horz2=38(LC 8)
Max Uplift2=-135(LC 8), 9=-82(LC 8)
Max Grav2=646(LC 19), 9=453(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-490/170, 3-10=-439/174, 3-4=-442/180
BOT CHORD 6-7=-198/433, 5-6=-198/433
WEBS 4-9=-541/247
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 40.0 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) Bearing at joint(s) 2, 9 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 at joint(s) 2, 9.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift
only and does not consider lateral forces.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
16491
Truss
M5GE
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0016
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:28 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-3wtW1D9SNsaJiaF43?Y4lKEyVTv5NF2QcB6hw9yLGer
Scale = 1:17.0
T1
W1
B1
W4
W2
W3
ST2ST11
2
3
4
9 8 7 6 5
12 13
3x4
1.5x4 4x8
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
3x4
3-11-2
3-11-2
7-10-4
3-11-2
-1-1-4
1-1-4
3-11-2
3-11-2
7-10-4
3-11-2
0-9-122-1-71-2-110-10-122-1-72.00 12
Plate Offsets (X,Y)-- [2:0-0-5,0-1-12], [9:0-0-0,0-1-0]
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.28
0.09
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
-0.01
0.00
(loc)
8-9
8-9
13
6
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 26 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 7-10-4 except (jt=length) 13=0-3-8.
(lb) - Max Horz9=43(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 7 except 13=-225(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 6 except 5=406(LC 19), 9=341(LC 19), 8=550(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-12=-402/0, 4-12=-402/0, 2-9=-311/124
WEBS 3-8=-467/125, 4-13=-37/272
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 40.0 psf on overhangs
non-concurrent with other live loads.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5, 9, 8, 6, 7, and 13. This connection
is for uplift only and does not consider lateral forces.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
PB1
Truss Type
Piggyback
Qty
14
Ply
1
16491
Job Reference (optional)
0017
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:30 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-?I?GSuBjuUq1yuPTAQbYqlJLdHb1rC9j4Vbo?2yLGep
Scale = 1:18.0
T1 T1
B1
ST1
1
2
3
4
5
6
4x4
2x4 2x4 1.5x4
6-8-14
6-8-14
3-4-7
3-4-7
6-8-14
3-4-7
0-4-132-9-110-1-100-4-130-1-1010.00 12
Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.11
0.06
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
5
4
4
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=153/5-5-7 (min. 0-1-8), 4=153/5-5-7 (min. 0-1-8), 6=179/5-5-7 (min. 0-1-8)
Max Horz2=50(LC 9)
Max Uplift2=-28(LC 10), 4=-34(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
PB1G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0018
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:32 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-xh70saCzQ55lBCZrIrd0vAPhV4HHJ6i0Xp4u3wyLGen
Scale = 1:18.8
T1 T1
B1
ST2
ST1 ST1
2
3
4
5
6
10 9 8
4x4
2x4 2x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
6-8-14
6-8-14
3-4-7
3-4-7
6-8-14
3-4-7
2-9-110-1-60-1-1010.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.02
0.01
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 6-8-14.
(lb) - Max Horz1=-50(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 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
16491
Truss
PB2
Truss Type
Piggyback
Qty
7
Ply
1
16491
Job Reference (optional)
0019
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:34 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-t4EnHGEDyiLTQViEPFfU?bUwCuwNn?EJ_6Z?8pyLGel
Scale = 1:26.3
T1 T1
B1
ST1
1 2
3
4
5
6
4x4
3x4 3x4
1.5x4
11-9-8
11-9-8
5-10-12
5-10-12
11-9-8
5-10-12
0-4-104-5-10-1-100-4-100-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.23
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=262/10-4-13 (min. 0-1-8), 4=262/10-4-13 (min. 0-1-8), 6=361/10-4-13 (min. 0-1-8)
Max Horz2=-82(LC 8)
Max Uplift2=-46(LC 10), 4=-57(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
PB2G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0020
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:36 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-qSMXiyGUUKbBgpsdXgiz40ZMnhfoFwccSQ26CiyLGej
Scale = 1:26.4
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
2
3
4
5
6
7
8
14 13 12 11 10
4x4
3x4 3x4
11-9-8
11-9-8
5-10-12
5-10-12
11-9-8
5-10-12
4-5-10-1-60-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.04
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 11-9-8.
(lb) - Max Horz1=-82(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 13, 14, 11,
10.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
PB3
Truss Type
Piggyback
Qty
18
Ply
1
16491
Job Reference (optional)
0021
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:39 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-E12gKzIMnFzlXHbCCpFgifBrvveoSFi28OGmp0yLGeg
Scale = 1:42.0
T1 T1
B1
ST2
ST1 ST1
B22
3
4
5
6
11 10 9 8
4x4
3x4
3x6
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
3x4
18-3-5
18-3-5
9-1-11
9-1-11
18-3-5
9-1-11
0-4-106-8-106-10-40-1-100-1-60-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.20
0.15
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
8-10
6-8
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 18-3-5.
(lb) - Max Horz1=-130(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-268(LC 18), 7=-165(LC 1), 7=-165(LC 1), 2=-134(LC 10),
11=-125(LC 10), 8=-125(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=450(LC 18), 10=360(LC 21), 11=422(LC 18), 8=422(LC
19), 6=403(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-11=-287/179, 5-8=-287/178
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=268,
7=165, 2=134, 11=125, 8=125.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
PB4
Truss Type
Piggyback
Qty
9
Ply
1
16491
Job Reference (optional)
0022
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:40 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-iDb2YJJ_YY5c8QAOmWmvEsk2BJ0PBkcBN20JMTyLGef
Scale = 1:16.5
T1 T1
B1
ST1
1
2
3
4 5
6
4x4
2x4 2x4 1.5x4
6-9-0
6-9-0
3-4-8
3-4-8
6-9-0
3-4-8
0-4-102-6-60-1-100-4-100-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.10
0.06
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
5
4
4
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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=149/5-4-5 (min. 0-1-8), 4=149/5-4-5 (min. 0-1-8), 6=183/5-4-5 (min. 0-1-8)
Max Horz2=45(LC 9)
Max Uplift2=-28(LC 10), 4=-34(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
PB4G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0023
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:43 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-7oHAALLtqTTB?uuzReKcsVMalW2sO5Te30E_yoyLGec
Scale = 1:17.2
T1 T1
B1
ST2
ST1 ST1
2
3
4
5
6
10 9 8
4x4
2x4 2x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
6-9-0
6-9-0
3-4-8
3-4-8
6-9-0
3-4-8
2-6-60-1-60-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.02
0.01
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 6-9-0.
(lb) - Max Horz1=-45(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 6, 10, 8.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 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
16491
Truss
PB6
Truss Type
Piggyback
Qty
3
Ply
1
16491
Job Reference (optional)
0021
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:45 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-3BPxb1M7M5jvFC2LZ3M4xwRtOKhCsyBwWKj41gyLGea
Scale = 1:42.0
T1 T1
B1
ST2
ST1 ST1
B22
3
4
5
6
11 10 9 8
4x4
3x4
3x6
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
3x4
18-3-5
18-3-5
9-1-11
9-1-11
18-3-5
9-1-11
0-4-106-8-106-10-40-1-100-1-60-1-109.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.20
0.15
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
8-10
6-8
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 18-3-5.
(lb) - Max Horz1=-130(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-268(LC 18), 7=-165(LC 1), 7=-165(LC 1), 2=-134(LC 10),
11=-125(LC 10), 8=-125(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=450(LC 18), 10=360(LC 21), 11=422(LC 18), 8=422(LC
19), 6=403(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-11=-287/179, 5-8=-287/178
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=268,
7=165, 2=134, 11=125, 8=125.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
16491
Truss
T01
Truss Type
Roof Special
Qty
3
Ply
1
16491
Job Reference (optional)
0024
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:47 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-?aXh0iONuizdUVCkgUOY0LWCE7McKsbD_eCB5ZyLGeY
Scale = 1:44.2
W6
T1
T2
T3
W7
B1
B2
W3
W1
W2 W4
W5
363#/-7#
363#/-25#
1
2
3 4
8
7 6
5
1.5x4
3x6
4x4
4x8
1.5x4
3x4 5x9
1.5x4
3-10-1
3-10-1
7-11-15
4-1-14
9-4-6
1-4-7
4-7-8
4-7-8
7-11-15
3-4-7
9-4-6
1-4-7
3-0-86-10-134-1-27-0-10-1-51-0-03-2-610.00 12
10.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [7:0-5-4,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.31
0.22
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.02
0.01
(loc)
7-8
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=363/0-1-8 (min. 0-1-8), 5=363/Mechanical
Max Horz8=-128(LC 8)
Max Uplift8=-7(LC 10), 5=-25(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-328/97, 1-2=-396/77, 2-3=-345/91
BOT CHORD 6-7=-59/550, 5-6=-70/539
WEBS 1-7=0/252, 3-7=-338/58, 3-5=-623/93
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T02
Truss Type
Common
Qty
7
Ply
1
16491
Job Reference (optional)
0025
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:49 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-xyeSROQeQJEKkpM7ovQ05mcWBx0?ooGWRyhIARyLGeW
Scale: 1/2"=1'
T1 T1
B1
W1 W1
360#/-36#360#/-36#
1
2
3
4
5
7 6
3x4
4x8 4x8
0-2-4
0-2-4
3-9-8
3-7-4
7-4-12
3-7-4
7-7-0
0-2-4
-1-0-0
1-0-0
3-9-8
3-9-8
7-7-0
3-9-8
8-7-0
1-0-0
0-9-123-7-143-11-80-9-129.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [3:0-2-0,Edge], [4:0-1-5,0-1-12], [6:0-0-0,0-1-12], [7:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.34
0.35
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.16
0.00
0.00
(loc)
6-7
6-7
6
6-7
l/defl
>999
>540
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=360/0-3-8 (min. 0-1-8), 6=360/0-3-8 (min. 0-1-8)
Max Horz7=-86(LC 8)
Max Uplift7=-36(LC 10), 6=-36(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-287/130, 4-6=-287/130
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T2GA
Truss Type
Common Girder
Qty
1
Ply
1
16491
Job Reference (optional)
0058
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:51 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-uLmCs4RuyxU2z7WVvKTUBBhvnkltGimpvGAPEKyLGeU
Scale = 1:24.5
T1 T1
B1
W1
HW1 HW1
363#/-34#363#/-34#363#/-34#363#/-34#
1
2
3
4
5
6
3x6
3x6
2x4
4x4
0-2-4
0-2-4
3-9-8
3-7-4
7-4-12
3-7-4
7-7-0
0-2-4
-1-0-0
1-0-0
3-9-8
3-9-8
7-7-0
3-9-8
8-7-0
1-0-0
0-9-123-7-143-11-80-9-129.00 12
Plate Offsets (X,Y)-- [2:0-0-1,0-0-1], [2:0-0-2,0-3-4], [4:0-0-1,0-0-1], [4:0-0-2,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.14
0.07
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
9
6-12
4
l/defl
>999
>999
n/a
L/d
240
240
n/a
PLATES
MT20
Weight: 32 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud , Right: 2x4 SPF Stud
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=363/0-3-8 (min. 0-1-8), 4=363/0-3-8 (min. 0-1-8)
Max Horz2=70(LC 9)
Max Uplift2=-34(LC 10), 4=-34(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-298/60, 3-4=-298/60
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T2GB
Truss Type
Common Girder
Qty
1
Ply
1
16491
Job Reference (optional)
0059
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:54 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-IwSLU6TmFssdqaE4aS0BopJP8yfKTw_FbEP3rfyLGeR
Scale = 1:24.5
T1 T1
B1
W1
HW1 HW1
1400#/-130#1465#/-136#1400#/-130#1465#/-136#
1
2
3
4
5
6
8x8 8x8
4x8
4x4
HUS26
HUS26
HUS26
0-2-4
0-2-4
3-9-8
3-7-4
7-4-12
3-7-4
7-7-0
0-2-4
-1-0-0
1-0-0
3-9-8
3-9-8
7-7-0
3-9-8
8-7-0
1-0-0
0-9-123-7-143-11-80-9-129.00 12
Plate Offsets (X,Y)-- [2:0-0-1,0-0-1], [2:0-3-4,0-0-2], [2:Edge,0-4-5], [4:0-0-1,0-0-1], [4:0-3-4,0-0-2], [4:Edge,0-4-5], [6:0-4-12,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.20
0.60
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
0.01
(loc)
6-9
6-9
2
6-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 32 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud
WEDGE
Left: 2x4 SPF Stud , Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-8 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=1400/0-3-8 (min. 0-2-3), 4=1465/0-3-8 (min. 0-2-5)
Max Horz2=70(LC 9)
Max Uplift2=-130(LC 10), 4=-136(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1396/161, 3-4=-1396/161
BOT CHORD 2-13=-70/1061, 6-13=-70/1061, 6-14=-70/1061, 4-14=-70/1061
WEBS 3-6=-122/1417
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-10 from
the left end to 5-11-10 to connect truss(es) T03A (1 ply 2x4 SPF) to back face of bottom chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 7-10=-20
Concentrated Loads (lb)
Vert: 6=-713(B) 13=-713(B) 14=-713(B)
Job
16491
Truss
T2GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
16491
Job Reference (optional)
0060
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:57 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-iV7T67WfXnECh2zfGbauQSxxT9p1gQrhHBdjS_yLGeO
Scale = 1:23.6
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
4x8
4x4
4x8
7-7-0
7-7-0
-1-0-0
1-0-0
3-9-8
3-9-8
7-7-0
3-9-8
8-7-0
1-0-0
0-9-123-7-143-11-80-9-129.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [8:0-1-5,0-1-12], [10:0-0-0,0-1-12], [16:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.02
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
9
8
10
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 34 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 7-7-0 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 7-7-0.
(lb) - Max Horz16=-86(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11
Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12,
11.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T03A
Truss Type
Roof Special
Qty
3
Ply
1
16491
Job Reference (optional)
0026
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:37:59 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-ftFEXpXv3OUwwL72N?cMVt092zHc89n_kV6qXsyLGeM
Scale = 1:47.4
T1
T2
T3
W7
B1
W1
W3
W4
W6
W5
W2 B2 733#/-53#
806#/-52#
1
2
3
4 5
10 9 8 7 6
7x12 MT18HS
5x9 3x4
4x6 10x10 3x8 MT18HS
6x8
1.5x4
0-2-4
0-2-4
7-8-3
7-5-15
15-2-15
7-6-12
18-8-0
3-5-1
-1-0-0
1-0-0
7-8-3
7-8-3
15-2-15
7-6-12
18-8-0
3-5-1
0-10-131-0-07-3-107-7-61-0-010.00 12
Plate Offsets (X,Y)-- [4:0-3-12,0-2-8], [10:0-1-12,0-0-0], [10:Edge,0-8-6]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.70
0.91
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.45
0.05
0.15
(loc)
7-9
7-9
6
7-9
l/defl
>999
>489
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 79 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W3,W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=733/Mechanical, 10=806/0-3-8 (min. 0-1-8)
Max Horz10=153(LC 7)
Max Uplift6=-53(LC 11), 10=-52(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-829/115, 3-4=-780/109, 4-5=-278/27, 2-10=-745/160
BOT CHORD 9-10=-277/525, 8-9=-321/2686, 7-8=-321/2686, 6-7=-340/2685
WEBS 3-9=0/494, 4-9=-2169/358, 4-6=-2462/339, 2-9=-111/289
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) 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) 6, 10.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T03B
Truss Type
Roof Special
Qty
9
Ply
1
16491
Job Reference (optional)
0027
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:01 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-bGN_yVZ9b?keAfHQVQeqbI6Umm2Vc02HCpbxblyLGeK
Scale = 1:62.9
T1 T2
W7
B1
B3
W1
W3
W4
W5
W6
B2W2
733#/-55#806#/-48#
1
2
3
4
5
6111098
7
4x6
3x6
5x6
3x4
10x10 3x6 5x9 5x9
4x6
0-2-4
0-2-4
7-8-3
7-5-15
14-7-15
6-11-12
18-8-0
4-0-1
-1-0-0
1-0-0
7-8-3
7-8-3
14-7-15
6-11-12
18-8-0
4-0-1
0-10-137-3-1010-4-121-2-143-1-210.00 12
10.00 12
Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [11:0-1-12,0-0-0], [11:Edge,0-8-6]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.75
0.63
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.28
0.22
0.08
(loc)
8-10
8-10
7
8-10
l/defl
>999
>789
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 84 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=733/0-3-8 (min. 0-1-8), 11=806/0-3-8 (min. 0-1-8)
Max Horz11=192(LC 9)
Max Uplift7=-55(LC 11), 11=-48(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-819/101, 3-4=-790/105, 4-5=-2508/177, 5-6=-2646/170, 6-7=-764/93, 2-11=-739/151
BOT CHORD 10-11=-234/571, 9-10=-106/1845, 8-9=-106/1845
WEBS 3-10=0/501, 4-10=-1352/263, 4-8=0/1161, 6-8=-105/2112, 2-10=-119/305
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T3GE
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0061
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:04 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-?r27aWb2uw7C16??AZCXCwk02_6mpQgjunqbC4yLGeH
Scale = 1:45.2
T1
T2
T3
W8
B1
W1
W3 W7
W2W4
W6
W5
ST4
ST5
ST2
ST3ST1
ST6
ST7
ST8
ST9
B2
84#/-40#37#/-109#1748#/-178#75#/-143# 0#/-211#74#/0#
1
2
3
4
5 6
14 13 12 11 10
9 8 7
4x8
4x8 4x8
3x6 4x8
4x6
4x4
4x6
7-2-12
7-2-12
7-8-3
0-5-7
15-5-3
7-9-0
18-8-0
3-2-13
-1-0-0
1-0-0
7-8-3
7-8-3
15-5-3
7-9-0
18-8-0
3-2-13
0-10-130-10-27-3-107-7-60-10-210.00 12
Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-4-13,0-2-0], [5:0-6-0,0-1-8], [6:0-0-0,0-1-12], [7:0-0-0,0-1-12], [10:0-3-0,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.62
0.40
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.17
-0.00
0.03
(loc)
8-10
8-10
7
8-10
l/defl
>999
>794
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W3: 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 7-4-0 except (jt=length) 7=0-3-8.
(lb) - Max Horz14=152(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 7 except 14=-109(LC 3), 10=-178(LC 11), 13=-143(LC 19),
11=-211(LC 3)
Max Grav All reactions 250 lb or less at joint(s) 7, 14, 13, 12 except 10=1748(LC 1), 10=1748(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-56/426, 3-4=-66/773, 4-5=-131/797
BOT CHORD 12-13=-321/129, 11-12=-321/129, 10-11=-321/129
WEBS 4-10=-1234/227, 5-10=-644/150, 3-10=-332/113, 3-13=-53/253, 2-13=-335/117
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb)
14=109, 10=178, 13=143, 11=211.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T04
Truss Type
Common
Qty
2
Ply
1
16491
Job Reference (optional)
0028
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:06 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-xEAt?CdIQYNwGQ9OH_E?ILpPXnqDHSJ0L5JiGyyLGeF
Scale = 1:37.1
T1 T2
B1
W1
W3
W2
W3
W2
577#/-48#574#/-47#
1
2
3
4
5
8 7 6
4x8
4x6
5x6 5x6
4x6 4x6
6-4-4
6-4-4
12-8-8
6-4-4
-1-2-4
1-2-4
6-4-4
6-4-4
12-8-8
6-4-4
13-10-4
1-1-12
1-7-70-7-106-3-80-3-81-2-130-3-80-8-09.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8], [6:0-2-7,0-1-7], [8:0-3-14,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.43
0.27
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.00
0.04
(loc)
6-7
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 59 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=577/0-1-8 (min. 0-1-8), 6=574/0-1-8 (min. 0-1-8)
Max Horz8=146(LC 9)
Max Uplift8=-48(LC 10), 6=-47(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-472/282, 3-4=-472/282, 2-8=-518/275, 4-6=-515/273
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T4GE
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0062
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:09 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Mps?dEfAjTlV7uuzz6niv_R_R?vgUqCT23XMtHyLGeC
Scale = 1:34.5
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
4x8
4x4
4x8
13-0-0
13-0-0
-1-0-0
1-0-0
6-6-0
6-6-0
13-0-0
6-6-0
14-0-0
1-0-0
0-9-125-8-45-11-140-9-129.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [12:0-1-5,0-1-12], [14:0-0-0,0-1-12], [24:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.03
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
13
12
14
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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 13-0-0.
(lb) - Max Horz24=-126(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15
Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23
, 18, 17, 16, 15.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T05A
Truss Type
Common
Qty
1
Ply
1
16491
Job Reference (optional)
0029
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:11 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-IBzm2whRE4?DMB1L4XqA?PWI7oRQyhLlVN0SyAyLGeA
Scale: 3/16"=1'
T1
T2
B1
W3
W1 W2
W4
HW1
HW2B2
1118#/-60#1174#/-78#1118#/-60#1174#/-78#
1 2
3
4
5
6
7 8
11 10 9
4x8
4x4
4x6
3x6 4x4
1.5x4
4x4
1.5x4
4x8
4x4
8-10-11
8-10-11
17-5-13
8-7-3
26-1-4
8-7-7
26-4-8
0-3-4
6-8-12
6-8-12
13-2-0
6-5-4
19-7-8
6-5-8
26-4-8
6-9-0
27-4-8
1-0-0
0-10-210-8-1011-0-40-9-129.00 12
Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-4-14,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.31
0.65
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.31
0.04
0.04
(loc)
9-11
9-11
7
11-14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3,W4: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1054/0-5-8 (min. 0-1-12), 7=1116/0-5-8 (min. 0-1-13)
Max Horz1=-201(LC 6)
Max Uplift1=-60(LC 10), 7=-78(LC 11)
Max Grav1=1118(LC 18), 7=1174(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-617/0, 2-3=-1405/179, 3-4=-1318/264, 4-5=-1323/264, 5-6=-1408/178, 6-7=-641/0
BOT CHORD 1-20=-114/1187, 20-21=-114/1187, 11-21=-114/1187, 11-22=0/803, 10-22=0/803,
10-23=0/803, 9-23=0/803, 9-24=-24/1074, 24-25=-24/1074, 7-25=-24/1074
WEBS 3-11=-336/228, 4-11=-124/680, 4-9=-124/683, 5-9=-338/228
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T05B
Truss Type
Common
Qty
6
Ply
1
16491
Job Reference (optional)
0030
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:14 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-imfuhxjJX?NnDfmwlfNtc18pM0T7925CBLF7YVyLGe7
Scale: 3/16"=1'
T1
T2
B1
W3
W1 W2
W4
HW1
HW2B21118#/-60#
1174#/-78#
1118#/-60#
1174#/-78#
1 2
3
4
5
6
7 8
11 10 9
4x8
4x4
4x6
3x6 4x4
1.5x4
4x4
1.5x4
4x8
4x4
8-10-11
8-10-11
17-5-13
8-7-3
26-1-4
8-7-7
26-4-8
0-3-4
6-8-12
6-8-12
13-2-0
6-5-4
19-7-8
6-5-8
26-4-8
6-9-0
27-4-8
1-0-0
0-10-210-8-1011-0-40-9-129.00 12
Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-4-14,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.31
0.65
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.31
0.04
0.04
(loc)
9-11
9-11
7
11-14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3,W4: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1054/Mechanical, 7=1116/0-5-8 (min. 0-1-13)
Max Horz1=-201(LC 6)
Max Uplift1=-60(LC 10), 7=-78(LC 11)
Max Grav1=1118(LC 18), 7=1174(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-617/0, 2-3=-1405/179, 3-4=-1318/264, 4-5=-1323/264, 5-6=-1408/178, 6-7=-641/0
BOT CHORD 1-20=-114/1187, 20-21=-114/1187, 11-21=-114/1187, 11-22=0/803, 10-22=0/803,
10-23=0/803, 9-23=0/803, 9-24=-24/1074, 24-25=-24/1074, 7-25=-24/1074
WEBS 3-11=-336/228, 4-11=-124/680, 4-9=-124/683, 5-9=-338/228
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T5GE
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0063
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:17 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-7LL1JzlCqwlM56VVRnxaEgmMQDdzMSVetJUn9pyLGe4
Scale: 3/16"=1'
W1
T2 T2
W2B1
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1
T3
B2
1
2
3
4
5
6 7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
4x8
3x6
4x4
3x6
4x8
3x6
26-4-8
26-4-8
13-2-0
13-2-0
26-4-8
13-2-8
27-4-8
1-0-0
0-10-210-8-1011-0-40-9-129.00 12
Plate Offsets (X,Y)-- [1:0-1-5,0-1-12], [23:0-1-5,0-1-12], [25:0-0-0,0-1-12], [46:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.07
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.01
(loc)
23
23
25
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 188 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except*
ST10,ST9,ST8,ST7: 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 12-35, 11-37, 10-38, 13-34, 14-33
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 26-4-8.
(lb) - Max Horz46=-218(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 25, 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28,
27 except 46=-149(LC 8), 45=-149(LC 10), 26=-118(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 46, 25, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31,
30, 29, 28, 27, 26
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 37, 38, 39, 40, 41
, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 46=149, 45=149, 26=118.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T06
Truss Type
Piggyback Base
Qty
6
Ply
1
16491
Job Reference (optional)
0031
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:22 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-TJ8wMgpKfSOfBuNSDLWlxjT1FEAC1VmN1aBYr1yLGe?
Scale = 1:69.8
T2
T3
T4
B2
B3
W9
W7
W6
W4
W3 W2 W1 W2 W3
W11
W10
W8
W5
T1
B4
1273#/-67#
1202#/-37#
1
2
3
4
5
6 7 8
9
18
17
16
15 14 13 12 11
10
3x6
5x6
8x8
3x6
6x8
3x6
4x6
6x8
4x6
5x6
5x9 1.5x4
4x8 4x4
4x4
6x8
0-3-4
0-3-4
6-2-1
5-10-13
12-0-10
5-10-9
14-0-0
1-11-6
19-10-12
5-10-12
25-9-8
5-10-12
30-4-8
4-7-0
-1-0-0
1-0-0
6-2-1
6-2-1
12-0-10
5-10-9
14-0-0
1-11-6
19-10-12
5-10-12
25-9-8
5-10-12
30-4-8
4-7-0
1-0-011-6-011-7-60-10-27-2-104-3-69.00 12
7.50 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-1-4,0-2-0], [6:0-6-8,0-2-8], [8:0-3-12,0-1-12], [9:Edge,0-7-0], [10:0-1-12,0-0-0], [15:0-3-8,Edge], [18:0-0-6,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.89
0.77
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.39
-0.80
0.57
0.31
(loc)
15-16
15-16
10
15-16
l/defl
>930
>452
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x4 SPF 1650F 1.5E
WEBS 2x4 SPF Stud *Except*
W10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-8-3 max.): 6-8.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 18=1273/0-5-8 (min. 0-2-0), 10=1202/Mechanical
Max Horz18=260(LC 10)
Max Uplift18=-67(LC 10), 10=-37(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4371/789, 3-4=-4467/720, 4-5=-4359/747, 5-6=-2989/551, 6-7=-2106/380,
7-8=-2106/380, 8-9=-1547/234, 2-18=-1406/352, 9-10=-1158/188
BOT CHORD 17-18=-403/524, 16-17=-368/577, 15-16=-883/3994, 14-15=-555/3365, 13-14=-320/2281,
12-13=-118/1173, 11-12=-118/1173
WEBS 3-16=-363/151, 5-15=-369/2183, 5-14=-1900/417, 6-14=-305/1708, 6-13=-321/142,
7-13=-388/149, 8-13=-182/1127, 2-16=-504/3362, 9-11=-116/986
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) The Fabrication Tolerance at joint 2 = 12%
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) 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T06SE
Truss Type
PIGGYBACK BASE
Qty
1
Ply
3
16491
Job Reference (optional)
0032
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:25 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-uup3_irDxNmE2L61vT4SZM5ZLR9zEtlpjYQCQMyLGdy
Scale: 3/16"=1'
T2
T3
T4
B1
B2
W12
W11
W10
W9
W8
W7
W6 W5
W3
W2 W1 W2 W4
W14
B3
W13
HW25704#/-589#
6193#/-674#
5704#/-589#
1
2
3
4
5
6
7
8 9 10
11
20
19
18
17
16 15 14 13 12
3x6
7x12 MT18HS
8x8
5x6 8x16 MT18HS
5x6 6x6
6x8
6x6
4x6
4x6
4x6
5x6
6x8
2x4
5x9 2x4
8x16
0-3-4
0-3-4
3-2-12
2-11-8
6-2-1
2-11-4
9-1-5
2-11-4
12-0-10
2-11-4
14-0-0
1-11-6
19-10-12
5-10-12
25-9-8
5-10-12
30-4-8
4-7-0
-1-0-0
1-0-0
3-2-12
3-2-12
6-2-1
2-11-4
9-1-5
2-11-4
12-0-10
2-11-4
14-0-0
1-11-6
19-10-12
5-10-12
25-9-8
5-10-12
30-4-8
4-7-0
1-0-011-6-011-7-60-10-27-2-104-3-69.00 12
7.50 12
Plate Offsets (X,Y)-- [2:0-7-8,0-2-0], [7:0-1-0,0-1-12], [8:0-8-8,0-1-12], [10:0-6-0,0-4-0], [11:0-0-0,0-0-10], [15:0-3-8,0-3-0], [16:0-6-4,0-4-4], [20:0-4-4,0-0-6]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.78
0.96
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.46
-0.92
0.68
0.35
(loc)
16-17
16-17
11
16-17
l/defl
>784
>392
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 496 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x6 SPF No.2 *Except*
T2: 2x4 SPF 1650F 1.5E, T1: 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E *Except*
B3: 2x6 SPF No.2
WEBS 2x4 SPF Stud *Except*
W6,W3,W13: 2x4 SPF No.2, W14: 2x8 SP No.2
WEDGE
Right: 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 8-10.
BOT CHORD Rigid ceiling directly applied.
REACTIONS.(lb/size) 11=5704/Mechanical, 20=6193/0-5-8 (min. 0-3-4)
Max Horz20=266(LC 10)
Max Uplift11=-589(LC 10), 20=-674(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-24/286, 2-3=-14628/2096, 3-4=-14185/2062, 4-5=-20440/2927, 5-6=-22196/3152,
6-7=-20899/2935, 7-8=-14260/2017, 8-9=-10440/1482, 9-10=-10430/1480, 10-11=-7937/1058,
2-20=-6391/972
BOT CHORD 19-20=-467/1400, 18-19=-2004/12548, 17-18=-2840/18887, 16-17=-2968/20445,
15-16=-2206/15837, 14-15=-1502/11126, 13-14=-1502/11126, 12-13=-755/5891,
11-12=-752/5887
WEBS 4-19=-3176/492, 4-18=-760/5720, 5-18=-2015/305, 5-17=-170/1576, 6-17=-312/99,
6-16=-1144/272, 7-16=-1442/10001, 7-15=-8049/1207, 8-15=-1048/7505, 8-13=-936/223,
9-13=-2400/411, 10-13=-745/5409, 2-19=-1487/10505
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 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.
Continued on page 2
Job
16491
Truss
T06SE
Truss Type
PIGGYBACK BASE
Qty
1
Ply
3
16491
Job Reference (optional)
0032
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:25 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-uup3_irDxNmE2L61vT4SZM5ZLR9zEtlpjYQCQMyLGdy
NOTES-
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) Refer to girder(s) for truss to truss connections.
11) Bearing at joint(s) 20 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) 11=589, 20=674.
13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom
chord.
15) 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
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-360(F=-300), 2-8=-360(F=-300), 8-10=-360(F=-300), 10-11=-360(F=-300), 16-20=-20, 16-21=-20
Job
16491
Truss
T6GE
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0064
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:30 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Erdy2PvLmwOW86_?h0gdGPoafS3ZvLfYtq7z6ZyLGdt
Scale = 1:70.4
W2
T2
T3
T4
W1
B2
B3
ST1
ST2 ST3
ST4
ST5
ST6
ST7
ST8 ST9 ST9 ST9 ST9 ST9 ST9 ST9 ST9 ST9
ST8
ST10
ST11
B1
B4
1
2
3
4
5
6
7
8
9
10
1112 13 14 15 16 17 18 19 2021 22
23
24
25
48
47
46
45
44
43
42
41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
2x4
2x4
3x6 3x6
4x8
5x6
4x6
5x6
5x6
12-0-10
12-0-10
30-4-8
18-3-14
-1-0-0
1-0-0
14-0-0
14-0-0
25-9-8
11-9-8
30-4-8
4-7-0
1-0-011-6-011-7-60-10-27-2-104-3-69.00 12
7.50 12
Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [11:0-3-0,0-0-1], [21:0-3-0,0-0-1], [25:0-1-5,0-1-12], [26:0-0-0,0-1-12], [34:0-3-0,0-1-4], [34:0-0-0,0-1-12], [35:0-1-12,0-0-0], [46:0-3-0,0-3-0],
[48:0-2-4,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.16
0.10
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
-0.01
(loc)
2
2
26
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 144 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-21.
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 30-5-12.
(lb) - Max Horz48=260(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 48, 46, 44, 43, 42, 39, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28,
27 except 26=-227(LC 10), 41=-166(LC 10), 47=-145(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 48, 26, 41, 46, 45, 44, 43, 42, 40, 39, 38, 37, 36, 35, 33, 32,
31, 30, 29, 28, 27 except 47=306(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-232/255, 22-23=-226/252
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 46, 44, 43, 42, 39
, 38, 37, 36, 35, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 26=227, 41=166, 47=145.
13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 41, 47, 46, 45, 44, 43, 42, 40, 39, 38, 37, 36
, 35, 33, 32, 31, 30, 29, 28, 27.
14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
15) 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
16491
Truss
T07A
Truss Type
Piggyback Base
Qty
2
Ply
1
16491
Job Reference (optional)
0033
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:34 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-7csStnysq8uydkImwskZQFzBf4FXrz58nS5AFKyLGdp
Scale = 1:58.2
T1
T2
T4
B1
B2W9
W7
W6 W4
W3 W1 W2 W1 W2
W1
W3
W11 W10
W8
T3
B3 W5
1353#/-55#
1282#/-44#
1
2
3
4
5 6 7 8 9
10
19
18
17 16 15 14 13 12
11
3x6
5x6
8x8
3x4
6x6
3x6
4x6
5x6
4x6
4x4 4x8
6x6 1.5x4
1.5x4 4x8
4x8
4x8
0-2-4
0-2-4
2-9-9
2-7-5
5-3-10
2-6-1
9-0-13
3-9-4
15-1-6
6-0-8
21-3-10
6-2-4
27-4-3
6-0-8
32-4-8
5-0-5
-1-0-0
1-0-0
2-9-9
2-9-9
5-3-10
2-6-1
9-0-13
3-9-4
15-1-6
6-0-8
21-3-10
6-2-4
27-4-3
6-0-8
32-4-8
5-0-5
0-9-127-7-67-11-00-10-23-0-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-1-12,0-2-0], [5:0-4-0,0-2-0], [9:0-3-12,0-1-12], [10:Edge,0-7-0], [11:0-1-12,0-0-0], [17:0-3-0,Edge], [19:0-1-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.48
0.86
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.45
0.36
0.16
(loc)
16-17
15-16
11
16-17
l/defl
>999
>857
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 143 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W1,W10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-4-5 max.): 5-9.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 19=1353/0-3-8 (min. 0-2-2), 11=1282/Mechanical
Max Horz19=155(LC 7)
Max Uplift19=-55(LC 10), 11=-44(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3460/507, 3-4=-4667/670, 4-5=-2507/368, 5-6=-2422/384, 6-7=-2422/384,
7-8=-2422/384, 8-9=-1261/225, 9-10=-1671/228, 2-19=-1393/266, 10-11=-1231/184
BOT CHORD 18-19=-187/291, 17-18=-508/3093, 16-17=-497/3543, 15-16=-231/1944, 14-15=-230/2193,
13-14=-230/2193, 12-13=-230/2193
WEBS 3-18=-652/122, 3-17=-97/1103, 4-17=-249/1832, 4-16=-1724/319, 5-16=-71/842,
5-15=-165/588, 6-15=-379/143, 8-15=-55/279, 8-12=-1144/177, 9-12=-16/638,
2-18=-341/2642, 10-12=-133/1030
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 19 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) 19, 11.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T07B
Truss Type
Piggyback Base
Qty
1
Ply
1
16491
Job Reference (optional)
0034
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:37 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-XBYbWp?k73HXUB1Lc_IG2tbiKHMB2JBaUQKrrfyLGdm
Scale: 1/4"=1'
T1
T2
T4
B1
W3 W1 W2 W1 W2 W1 W3
W5
T3
B3B2
W4
1151#/-56#
1151#/-59#
1151#/-56#
1
2 3 4 5 6
7
14 13 12 11 10 9 8
3x4
3x6
5x6
8x8
3x6 1.5x4 4x8
5x6 1.5x4
1.5x4 4x8
4x8
3x6
5-6-13
5-6-13
11-7-6
6-0-8
17-9-10
6-2-4
23-10-3
6-0-8
28-8-12
4-10-9
28-11-0
0-2-4
5-6-13
5-6-13
11-7-6
6-0-8
17-9-10
6-2-4
23-10-3
6-0-8
28-11-0
5-0-13
0-5-44-7-60-9-124-7-69.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-0-1], [2:0-4-0,0-1-12], [6:0-3-12,0-1-12], [7:Edge,0-6-4], [8:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.39
0.48
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.19
0.06
0.06
(loc)
10-12
10-12
8
10-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 118 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W1: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-10-11 max.): 2-6.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1151/Mechanical, 8=1151/0-3-8 (min. 0-1-13)
Max Horz1=89(LC 9)
Max Uplift1=-56(LC 7), 8=-59(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1649/217, 2-3=-1900/303, 3-4=-1900/303, 4-5=-1900/303, 5-6=-1121/203,
6-7=-1496/200, 7-8=-1101/164
BOT CHORD 1-14=-138/1242, 13-14=-140/1238, 12-13=-140/1238, 11-12=-184/1864, 10-11=-184/1864,
9-10=-184/1864
WEBS 2-12=-150/815, 3-12=-377/147, 5-9=-914/148, 6-9=-2/537, 7-9=-118/886
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T07C
Truss Type
Piggyback Base
Qty
3
Ply
1
16491
Job Reference (optional)
0035
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:41 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Qzn6LA2FAInyzoK6rqMCCjmIAuhP_6IAO2I2?QyLGdi
Scale = 1:49.6
T1
T2
T4
B1
B3
B4 B5
B6
W6 W5
W2
W3 W7
W8
W4
W10
T3
B2
W9
W1
1149#/-56#
1221#/-64#
1149#/-56#
1
2 3 4 5 6
7
8
9
18 17 16 15
14
13
12
11 10
3x4
3x6
3x6 3x4
4x6
6x8
3x6
1.5x4 8x8 1.5x4
6x6
8x8
8x8
4x4
1.5x4
4x8
5-6-13
5-6-13
10-11-15
5-5-1
11-7-6
0-7-7
16-5-0
4-9-10
23-10-3
7-5-3
26-11-0
3-0-13
28-8-12
1-9-12
28-11-0
0-2-4
5-6-13
5-6-13
10-11-15
5-5-1
11-7-6
0-7-7
16-5-0
4-9-10
23-10-3
7-5-3
26-11-0
3-0-13
28-11-0
2-0-0
29-11-0
1-0-0
0-5-44-7-64-11-00-9-120-9-04-7-69.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-0-1], [2:0-4-0,0-2-0], [6:0-6-0,0-2-0], [10:0-1-12,0-0-0], [10:Edge,0-6-4], [12:0-3-0,0-0-0], [14:0-2-8,Edge], [16:0-4-0,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.78
0.59
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.31
0.10
0.08
(loc)
13-14
13-14
10
14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 125 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B3,B5: 2x4 SPF Stud
WEBS 2x4 SPF Stud *Except*
W5,W3: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 2-6.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1149/Mechanical, 10=1221/0-3-8 (min. 0-1-15)
Max Horz1=94(LC 9)
Max Uplift1=-56(LC 7), 10=-64(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1650/216, 2-3=-1881/297, 3-4=-1881/297, 4-5=-1881/297, 5-6=-2354/346,
6-7=-1751/212, 7-8=-1983/212, 8-10=-1180/182
BOT CHORD 1-18=-132/1243, 17-18=-134/1239, 16-17=-134/1239, 13-14=-77/1381, 12-13=-101/1587
WEBS 2-16=-146/790, 14-16=-153/2060, 6-14=-176/1076, 6-13=0/336, 3-16=-321/124,
8-12=-100/1382, 5-16=-546/56
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T07D
Truss Type
Piggyback Base
Qty
4
Ply
1
16491
Job Reference (optional)
0036
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:45 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Ik1cBY5mEXHORQet4gR8NZwyMV?7wvsmJfGG8CyLGde
Scale = 1:58.4
T1
T2
T4
B1
B2
B4
B5 B6
B7W14
W12
W11 W8
W6 W5 W4
W2
W1 W3 W7
W9
W16 W15
W13
W10
T3
1354#/-56#1354#/-48#
1
2
3
4
5 6 7 8 9
10
11
12
24
23
22 21 20 19 18
17
16
15
14
13
3x6
3x4
6x6
3x6 3x4
3x4
6x10
3x6
1.5x4
8x8
4x6
5x6
4x6
4x4
8x8
6x6 4x4
8x8
4x4 4x8
4x8
0-3-4
0-3-4
2-9-9
2-6-5
5-3-10
2-6-1
9-0-13
3-9-4
14-5-15
5-5-1
19-11-0
5-5-1
27-4-3
7-5-3
30-5-0
3-0-13
32-2-12
1-9-12
32-5-0
0-2-4
-1-0-0
1-0-0
2-9-9
2-9-9
5-3-10
2-6-1
9-0-13
3-9-4
14-5-15
5-5-1
19-11-0
5-5-1
27-4-3
7-5-3
30-5-0
3-0-13
32-5-0
2-0-0
33-5-0
1-0-0
0-9-127-7-67-11-00-9-123-0-00-9-00-9-00-9-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-1-12,0-2-0], [5:0-4-0,0-2-0], [9:0-6-0,0-2-0], [13:0-1-12,0-0-0], [13:Edge,0-6-4], [15:0-2-12,0-0-0], [17:0-4-0,0-2-12], [22:0-3-0,Edge],
[24:0-1-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.90
0.86
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.49
0.41
0.17
(loc)
19-21
19-21
13
19-21
l/defl
>999
>795
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 150 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B4,B6: 2x4 SPF Stud
WEBS 2x4 SPF Stud *Except*
W3,W15: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins: 5-9.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 24=1354/0-5-8 (min. 0-2-2), 13=1354/0-3-8 (min. 0-2-2)
Max Horz24=148(LC 7)
Max Uplift24=-56(LC 10), 13=-48(LC 6)
Max Grav24=1354(LC 1), 13=1354(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3460/449, 3-4=-4672/584, 4-5=-2506/343, 5-6=-2380/360, 6-7=-2747/393,
7-8=-2747/393, 8-9=-2817/404, 9-10=-1982/241, 10-11=-2226/243, 2-24=-1394/247,
11-13=-1311/199
BOT CHORD 23-24=-178/301, 22-23=-415/3093, 21-22=-418/3548, 20-21=-220/1941, 19-20=-220/1941,
18-19=-67/292, 8-17=-407/155, 16-17=-99/1565, 15-16=-127/1788
WEBS 3-23=-652/109, 3-22=-91/1107, 4-22=-196/1835, 4-21=-1732/272, 5-21=-58/840,
5-19=-153/567, 6-19=-557/162, 17-19=-195/2123, 6-17=-77/425, 9-17=-215/1384,
9-16=0/342, 2-23=-294/2641, 11-15=-122/1555
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T07E
Truss Type
Piggyback Base
Qty
4
Ply
1
16491
Job Reference (optional)
0037
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:49 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-BVG71v8GIlnqw1xfJWV4XP5mI7N4skCLEHETHzyLGda
Scale = 1:48.8
T1
T2
T4
B1
W3 W2 W1 W1 W2 W3
W5W4
T3
B3B21149#/-56#
1221#/-64#
1149#/-56#
1
2 3 4 5
6
7
8
14 13 12 11 10 9
3x4
5x6 3x6
5x6
3x8 MT18HS4x4
4x4
4x4
4x4
4x8 8x8 3x6
5-6-13
5-6-13
14-8-8
9-1-11
23-10-3
9-1-11
28-8-12
4-10-9
28-11-0
0-2-4
5-6-13
5-6-13
11-7-15
6-1-2
17-9-1
6-1-2
23-10-3
6-1-2
28-11-0
5-0-13
29-11-0
1-0-0
0-5-44-7-64-11-00-9-124-7-69.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-0-5], [2:0-4-0,0-1-12], [6:0-3-12,0-1-12], [9:0-1-12,0-0-0], [9:Edge,0-6-4]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.39
0.80
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.35
0.07
0.06
(loc)
12-14
12-14
9
12
l/defl
>999
>987
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 114 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W2: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-11-15 max.): 2-6.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1149/Mechanical, 9=1221/0-3-8 (min. 0-1-15)
Max Horz1=94(LC 9)
Max Uplift1=-56(LC 7), 9=-64(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1662/205, 2-3=-1230/212, 3-4=-1923/274, 4-5=-1923/274, 5-6=-1124/193,
6-7=-1505/190, 7-9=-1184/198
BOT CHORD 1-14=-124/1251, 13-14=-214/1873, 12-13=-214/1873, 11-12=-193/1836, 10-11=-193/1836
WEBS 2-14=0/616, 3-14=-783/178, 5-12=0/263, 5-10=-872/173, 6-10=0/555, 7-10=-108/915
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) 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) 1, 9.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T07F
Truss Type
Piggyback Base
Qty
1
Ply
1
16491
Job Reference (optional)
0038
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:53 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-3GWesHBnL_IFPeFQYLa0hFFQrkkzoZox9vChQkyLGdW
Scale = 1:58.4
T1
T2
T4
B1
B2W9
W7
W6 W4
W3 W1 W2 W1 W2
W1
W3
W11 W10
W8
W5
T3
B3
1354#/-56#1354#/-48#
1
2
3
4
5 6 7 8 9
10
11
20
19
18 17 16 15 14 13
12
3x6
5x6
3x4
6x6
3x6
4x6
5x6
4x6
4x4 4x8
6x6 1.5x4
1.5x4 4x8
4x8
4x8 8x8
0-3-4
0-3-4
2-9-9
2-6-5
5-3-10
2-6-1
9-0-13
3-9-4
15-1-6
6-0-8
21-3-10
6-2-4
27-4-3
6-0-8
32-2-12
4-10-9
32-5-0
0-2-4
-1-0-0
1-0-0
2-9-9
2-9-9
5-3-10
2-6-1
9-0-13
3-9-4
15-1-6
6-0-8
21-3-10
6-2-4
27-4-3
6-0-8
32-5-0
5-0-13
33-5-0
1-0-0
0-9-127-7-67-11-00-9-123-0-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-1-12,0-2-0], [5:0-4-0,0-2-0], [9:0-3-12,0-1-12], [12:0-1-12,0-0-0], [12:Edge,0-6-4], [18:0-3-0,Edge], [20:0-1-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.48
0.86
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.45
0.36
0.15
(loc)
17-18
16-17
12
17-18
l/defl
>999
>857
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 144 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except*
W1,W10: 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (3-4-3 max.): 5-9.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 20=1354/0-5-8 (min. 0-2-2), 12=1354/0-3-8 (min. 0-2-2)
Max Horz20=148(LC 7)
Max Uplift20=-56(LC 10), 12=-48(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3461/449, 3-4=-4669/585, 4-5=-2508/341, 5-6=-2423/368, 6-7=-2423/368,
7-8=-2423/368, 8-9=-1262/217, 9-10=-1679/222, 2-20=-1393/246, 10-12=-1302/222
BOT CHORD 19-20=-178/301, 18-19=-415/3094, 17-18=-418/3545, 16-17=-220/1945, 15-16=-219/2195,
14-15=-219/2195, 13-14=-219/2195, 12-13=-72/278
WEBS 3-19=-652/110, 3-18=-91/1103, 4-18=-199/1833, 4-17=-1724/273, 5-17=-51/843,
5-16=-166/588, 6-16=-379/143, 8-16=-53/278, 8-13=-1146/176, 9-13=-15/649,
2-19=-294/2643, 10-13=-144/1016
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T7GB
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0065
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:38:57 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-y2l9ieEHPDohuGZBnBfys5QBSLGekY8X4XAuZVyLGdS
Scale = 1:57.9
W2
T1
T2
T4
W1
B1
B2
ST1
ST2
ST3
ST4 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST4
ST3
ST2
T3
B3
1
2
3
4
5
6 7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
24
25
26
27
51
50
49
48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28
2x4
5x6 3x6 5x6
4x8 3x6
3x6
5-3-10
5-3-10
32-5-0
27-1-6
-1-0-0
1-0-0
9-0-13
9-0-13
27-4-3
18-3-5
32-5-0
5-0-13
33-5-0
1-0-0
0-9-127-7-67-11-00-9-123-0-04-7-69.00 12
7.50 12
Plate Offsets (X,Y)-- [6:0-2-3,0-0-0], [7:0-2-2,Edge], [7:0-1-1,0-1-6], [15:0-1-10,0-1-8], [22:Edge,0-2-13], [22:0-1-1,0-1-6], [23:0-2-3,0-0-0], [26:0-1-5,0-1-12], [28:0-0-0,0-1-12],
[51:0-2-4,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.19
0.18
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.01
(loc)
27
26
28
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 165 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-22.
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 32-10-8.
(lb) - Max Horz51=148(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 51, 47, 45, 44, 43, 42, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30,
29 except 28=-118(LC 10), 49=-207(LC 3), 50=-151(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 51, 28, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 37, 36, 35, 34,
33, 32, 31, 30, 29 except 50=520(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-50=-299/200
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 51, 47, 45, 44, 43, 42
, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 28=118, 49=207, 50=151.
13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 28, 49, 50, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39
, 37, 36, 35, 34, 33, 32, 31, 30, 29.
14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
15) 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
16491
Truss
T08A
Truss Type
Piggyback Base
Qty
2
Ply
1
16491
Job Reference (optional)
0039
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:01 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-qp?gY0HoTRI7Mtsy01ju0xboOyWdgK26?986iGyLGdO
Scale = 1:67.0
T1
T2
T1
B1
W4
W3
W2
W1
W2
W3
W4
HW1
HW1B3B2
1300#/-62#
1300#/-62#
1300#/-62#
1300#/-62#
1 2
3
4 5
6
7
8
14 13 12 11 10 9
5x9
4x4
6x8
5x9
4x4
3x6
4x6
1.5x4 4x4
8x8
4x8
4x6
1.5x4
3x6
6-7-0
6-7-0
12-10-8
6-3-8
19-7-8
6-9-0
25-11-0
6-3-8
32-6-0
6-7-0
6-7-0
6-7-0
12-10-8
6-3-8
19-7-8
6-9-0
25-11-0
6-3-8
32-6-0
6-7-0
0-10-210-6-00-10-210-6-09.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-1], [4:0-6-0,0-2-0], [5:0-4-11,0-1-14], [8:0-5-4,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.51
0.62
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.24
0.08
0.03
(loc)
10-12
10-12
8
12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 153 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W4: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-11-7 max.): 4-5.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-12, 4-10, 6-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1300/0-5-8 (min. 0-2-1), 8=1300/Mechanical
Max Horz1=-188(LC 6)
Max Uplift1=-62(LC 10), 8=-62(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-496/0, 2-3=-1713/221, 3-4=-1389/263, 4-5=-1015/260, 5-6=-1389/263, 6-7=-1713/221,
7-8=-496/0
BOT CHORD 1-23=-120/1361, 14-23=-120/1361, 13-14=-120/1361, 12-13=-120/1361, 12-24=-25/1039,
11-24=-25/1039, 10-11=-25/1039, 9-10=-93/1279, 9-25=-93/1279, 8-25=-93/1279
WEBS 3-12=-420/178, 4-12=-34/520, 5-10=-15/460, 6-10=-423/179
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) The Fabrication Tolerance at joint 5 = 16%
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T08B
Truss Type
Piggyback Base
Qty
1
Ply
1
16491
Job Reference (optional)
0040
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:04 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-FOgoA1KgmMghDLbXh9HbeaDJeAYSthnZh7MmJbyLGdL
Scale = 1:67.6
T1
T2
T3
B1
W6
W3
W2
W1
W2
W4
W5
HW1
HW2B3B21301#/-62#
1360#/-79#
1301#/-62#
1360#/-79#
1 2
3
4
5 6
7
8
9
15 14 13 12 11 10
6x8
5x9
4x4
5x9
4x4
3x6
4x6
1.5x4 4x4
8x8
4x8
4x6
1.5x4
3x6
0-3-4
0-3-4
6-7-4
6-4-0
12-11-0
6-3-12
19-8-0
6-9-0
25-11-8
6-3-8
32-6-8
6-7-0
-0-11-8
0-11-8
6-7-4
6-7-4
12-11-0
6-3-12
19-8-0
6-9-0
25-11-8
6-3-8
32-6-8
6-7-0
0-9-1210-6-010-9-40-10-210-6-09.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge], [5:0-6-0,0-2-0], [6:0-4-11,0-1-14], [9:0-5-4,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.51
0.61
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.24
0.08
0.03
(loc)
11-13
11-13
9
13
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 155 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W6,W5: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-11-7 max.): 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-13, 5-11, 7-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 9=1301/Mechanical, 2=1360/0-5-8 (min. 0-2-2)
Max Horz2=197(LC 7)
Max Uplift9=-62(LC 11), 2=-79(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-536/0, 3-4=-1719/220, 4-5=-1391/262, 5-6=-1016/260, 6-7=-1390/262, 7-8=-1714/221,
8-9=-496/0
BOT CHORD 2-24=-120/1366, 15-24=-120/1366, 14-15=-120/1366, 13-14=-120/1366, 13-25=-25/1041,
12-25=-25/1041, 11-12=-25/1041, 10-11=-93/1280, 10-26=-93/1280, 9-26=-93/1280
WEBS 4-13=-424/178, 5-13=-33/522, 6-11=-15/460, 7-11=-423/179
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) The Fabrication Tolerance at joint 6 = 16%
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) 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) 9, 2.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T08C
Truss Type
Piggyback Base
Qty
4
Ply
1
16491
Job Reference (optional)
0041
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:08 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-79wJ0PNBpbB7iyuIw?LXoQN_DnwcpO08ckK_SMyLGdH
Scale = 1:67.7
T2
T3
T4
B1
B2
B3
B4
W12
W10 W8
W7 W3
W4
W2
W1
W5
W6
W9
BL1
HW2
T1
B5W13
W11F2
1248#/-64#
1388#/-109#
1248#/-64#
1
2
3
4
5
6
7 8 9
10
11
12
20
19
18
17
16 15
14 13
3x6
4x6 6x6
5x9
4x4
8x16
5x6
1.5x4
8x8
1.5x4
3x4 3x6
4x6
4x6
4x4
4x6
4x8
4x6
1.5x4
3x6
0-6-0
0-6-0
1-2-12
0-8-12
2-1-8
0-10-12
2-2-0
0-0-8
7-6-8
5-4-8
13-11-0
6-4-8
19-8-0
5-9-0
25-11-8
6-3-8
32-6-8
6-7-0
-0-11-8
0-11-8
1-2-12
1-2-12
2-2-0
0-11-4
7-6-8
5-4-8
12-11-0
5-4-8
13-11-0
1-0-0
19-8-0
5-9-0
25-11-8
6-3-8
32-6-8
6-7-0
0-9-1210-6-010-9-40-10-21-4-010-6-09.00 12
9.60 12
Plate Offsets (X,Y)-- [7:0-4-0,0-2-0], [9:0-4-0,0-2-0], [12:0-5-4,0-0-1], [17:0-2-8,0-3-0], [20:0-5-2,0-1-1], [20:0-5-8,0-1-15]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.47
0.53
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.17
0.10
0.04
(loc)
17-18
17-18
12
17
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 183 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B1: 2x4 SP DSS, F1: 2x8 SP No.2
WEBS 2x4 SPF Stud *Except*
W3,W4,W1,W5,W6: 2x4 SPF No.2
OTHERS 2x4 SPF Stud *Except*
BL1: 2x6 SPF No.2
SLIDER Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (5-3-15 max.): 7-9.
BOT CHORD Rigid ceiling directly applied. Except:
1 Row at midpt 8-17
WEBS 1 Row at midpt 10-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1248/Mechanical, 20=1388/0-5-8 (min. 0-2-3)
Max Horz20=198(LC 9)
Max Uplift12=-64(LC 11), 20=-109(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-107/259, 3-4=-1630/117, 4-5=-1756/186, 5-6=-1586/200, 6-7=-1358/240,
7-8=-1072/241, 8-9=-1073/244, 9-10=-1310/252, 10-11=-1635/210, 11-12=-484/0
BOT CHORD 19-20=-312/237, 18-19=-218/1422, 17-18=-81/1338, 14-15=-84/1220, 13-14=-84/1220,
13-27=-84/1220, 12-27=-84/1220
WEBS 3-20=-1134/92, 4-19=-256/164, 6-18=0/281, 6-17=-454/144, 7-17=-55/567, 15-17=0/957,
9-15=-70/271, 10-15=-447/178, 3-19=-170/1458
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 20 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) 12 except (jt=lb)
20=109.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
16491
Truss
T08C
Truss Type
Piggyback Base
Qty
4
Ply
1
16491
Job Reference (optional)
0041
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:08 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-79wJ0PNBpbB7iyuIw?LXoQN_DnwcpO08ckK_SMyLGdH
LOAD CASE(S) Standard
Job
16491
Truss
T08D
Truss Type
Piggyback Base
Qty
2
Ply
1
16491
Job Reference (optional)
0042
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:12 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-0w9qsmQitqhZBZC49rQTzGYg1OFBlAqkXMIBb7yLGdD
Scale = 1:68.4
T2
T3
T4
B1
B2
B3
B4
W6
W12
W10 W8
W7 W3
W4
W2
W1
W5
W14 HW2
T1
B5
W9
W13
W11F2
1354#/-79#1366#/-81#1354#/-79#
1
2
3
4
5
6
7 8 9
10
11
12
13
21
20
19
18
17 16
15 14
3x6
4x6 6x6
6x6
1.5x4
8x8
1.5x4
3x4 3x6 4x8
4x6
4x8
4x6
4x4
4x6
10x12
5x9
4x4
1.5x4 3x6
0-3-4
0-3-4
0-6-0
0-2-12
1-2-12
0-8-12
2-1-8
0-10-12
2-2-0
0-0-8
7-6-8
5-4-8
13-11-0
6-4-8
19-8-0
5-9-0
25-11-8
6-3-8
32-3-12
6-4-4
32-7-0
0-3-4
-0-11-8
0-11-8
1-2-12
1-2-12
2-2-0
0-11-4
7-6-8
5-4-8
12-11-0
5-4-8
13-11-0
1-0-0
19-8-0
5-9-0
25-11-8
6-3-8
32-7-0
6-7-8
33-7-0
1-0-0
0-9-1210-6-010-9-100-9-121-4-010-6-09.00 12
9.60 12
Plate Offsets (X,Y)-- [2:0-6-0,0-7-9], [7:0-4-0,0-2-0], [9:0-4-0,0-2-0], [12:0-5-6,Edge], [18:0-2-8,0-3-0], [21:0-4-8,0-3-10]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.48
0.75
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.24
0.21
0.08
(loc)
19-20
18-19
12
19-20
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 184 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
F1: 2x8 SP No.2
WEBS 2x4 SPF Stud *Except*
W6,W3,W4,W1,W5: 2x4 SPF No.2, W14: 2x6 SPF No.2
OTHERS 2x4 SPF Stud
SLIDER Right 2x6 SPF No.2 -| 1-6-1
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-1-5 max.): 7-9.
BOT CHORD Rigid ceiling directly applied. Except:
1 Row at midpt 8-18
WEBS 1 Row at midpt 10-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1354/0-5-8 (min. 0-2-2), 21=1366/0-5-8 (min. 0-2-2)
Max Horz21=-219(LC 8)
Max Uplift12=-79(LC 11), 21=-81(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-520/84, 3-4=-3520/388, 4-5=-2019/216, 5-6=-1868/231, 6-7=-1463/250,
7-8=-1163/250, 8-9=-1164/252, 9-10=-1380/262, 10-11=-1705/218, 11-12=-534/0,
2-21=-644/127
BOT CHORD 20-21=-272/1469, 19-20=-398/2736, 18-19=-102/1571, 15-16=-57/1275, 14-15=-57/1275,
14-28=-57/1275, 12-28=-57/1275
WEBS 10-16=-448/177, 3-21=-1705/138, 4-20=-119/967, 4-19=-1248/300, 6-19=0/429,
6-18=-634/170, 7-18=-61/633, 16-18=0/1010, 9-18=-108/306, 9-16=-75/263,
3-20=-208/1784
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 21.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T08E
Truss Type
Piggyback Base
Qty
1
Ply
1
16491
Job Reference (optional)
0043
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:15 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-QVryUoSaAl3821xeqzzAbuABAbI8xfUADKXrBSyLGdA
Scale = 1:68.4
T1
T2
T3
B1
W4
W3
W2
W1
W2
W3
W4
HW1
HW1B3B2
1361#/-79#1363#/-80#1361#/-79#1363#/-80#
1 2
3
4
5 6
7
8
9 10
16 15 14 13 12 11
6x8
5x9
4x4
3x6
4x6
1.5x4 4x4
8x8
4x8
4x6
1.5x4 5x9
4x4
3x6
0-3-4
0-3-4
6-7-4
6-4-0
12-11-0
6-3-12
19-8-0
6-9-0
25-11-12
6-3-12
32-3-12
6-4-0
32-7-0
0-3-4
-0-11-8
0-11-8
6-7-4
6-7-4
12-11-0
6-3-12
19-8-0
6-9-0
25-11-12
6-3-12
32-7-0
6-7-4
33-7-0
1-0-0
0-9-1210-6-010-9-100-9-1210-6-09.00 12
Plate Offsets (X,Y)-- [2:0-5-6,Edge], [5:0-6-0,0-2-0], [6:0-4-11,0-1-14], [9:0-5-6,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.49
0.61
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.24
0.07
0.03
(loc)
12-14
12-14
9
14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 156 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W4: 2x4 SPF Stud
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-11-6 max.): 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-14, 5-12, 7-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1361/0-5-8 (min. 0-2-2), 9=1363/0-5-8 (min. 0-2-2)
Max Horz2=-203(LC 8)
Max Uplift2=-79(LC 10), 9=-80(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-536/0, 3-4=-1720/220, 4-5=-1393/262, 5-6=-1017/259, 6-7=-1393/261, 7-8=-1720/219,
8-9=-535/0
BOT CHORD 2-25=-110/1374, 16-25=-110/1374, 15-16=-110/1374, 14-15=-110/1374, 14-26=-19/1049,
13-26=-19/1049, 12-13=-19/1049, 11-12=-58/1286, 11-27=-58/1286, 9-27=-58/1286
WEBS 4-14=-424/178, 5-14=-33/522, 6-12=-14/462, 7-12=-427/178
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) The Fabrication Tolerance at joint 6 = 16%
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) 2, 9.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T8G
Truss Type
GABLE l l
Qty
1
Ply
1
16491
Job Reference (optional)
0066
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:22 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-jrmcyBYzWux8O6z?kxbpNNyPhQmY4qlCqwjjxYyLGd3
Scale = 1:67.9
T1
T2
T3
B1
W7 W3
W2
W1
W2
W5
W6
HW1
HW1
ST8
ST8
ST6
ST7
ST5
ST4
ST3ST2ST1
ST7
ST6
ST5
ST9
ST10
ST11
ST12
ST13
ST14
ST15
ST16
ST17
ST18
ST19
ST20
B3B2
W4
519#/-100# 279#/0# 463#/-26# 838#/-6#609#/-109#83#/0#93#/0#0#/-127# 19#/-5#519#/-100#609#/-109#
1 2
3
4
5 6
7
8
9 10
20 19 18 17 16 15 14 13 12
11
29
58
5x6
4x8
4x4
3x6
4x6
4x4
5x9
4x8
4x6
4x8
4x4
5x6
3x6
6-7-4
6-7-4
12-11-0
6-3-12
19-8-0
6-9-0
20-0-12
0-4-12
25-11-12
5-11-0
32-3-12
6-4-0
32-7-0
0-3-4
-0-11-8
0-11-8
6-7-4
6-7-4
12-11-0
6-3-12
19-8-0
6-9-0
25-11-12
6-3-12
32-7-0
6-7-4
33-7-0
1-0-0
0-9-1210-6-010-9-100-9-1210-6-09.00 12
Plate Offsets (X,Y)-- [2:0-5-2,0-0-1], [5:0-5-8,0-1-12], [6:0-3-3,0-2-2], [9:0-4-14,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.41
0.30
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
0.03
(loc)
11-65
11-65
2
11-65
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 295 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W7,W6,W4: 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except*
ST5,ST4,ST9: 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -| 1-6-0, Right 2x6 SPF No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-18, 5-12, 6-12, 7-12
JOINTS 1 Brace at Jt(s): 29
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-2-0 except (jt=length) 9=0-5-8.
(lb) - Max Horz2=-203(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 12, 14 except 9=-109(LC 11),
17=-127(LC 3)
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 14 except 2=519(LC 1),
20=279(LC 1), 18=463(LC 1), 12=838(LC 1), 12=838(LC 1), 9=609(LC 19), 2=519(LC
1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-261/0, 3-4=-454/178, 4-5=-283/200, 7-8=-577/148, 8-9=-314/0
BOT CHORD 2-20=-139/382, 19-20=-139/382, 18-19=-139/382, 11-12=-8/390, 11-68=-8/390,
9-68=-8/390
WEBS 4-29=-311/209, 18-29=-292/197, 6-12=-340/60, 7-12=-524/172, 7-11=0/268
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) The Fabrication Tolerance at joint 6 = 0%
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 12, 14, 2
except (jt=lb) 9=109, 17=127.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.Continued on page 2
Job
16491
Truss
T8G
Truss Type
GABLE l l
Qty
1
Ply
1
16491
Job Reference (optional)
0066
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:23 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-B2K_9XYbHC4??FYBIf62vaVaRq6npH?M3aTGU?yLGd2
NOTES-
13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom
chord.
14) 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
16491
Truss
T09
Truss Type
Common
Qty
2
Ply
1
16491
Job Reference (optional)
0044
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:24 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-fEuMNtZD2VCsdP7NsMeHSo2jfES4Yl7VHECq0RyLGd1
Scale = 1:34.4
T1 T1
B1
W1
W2 W2
572#/-48#572#/-48#
1
2
3
4
5
8
7
6
4x8
4x8 1.5x4
4x6
0-3-4
0-3-4
6-5-4
6-2-0
12-7-4
6-2-0
12-10-8
0-3-4
-1-0-0
1-0-0
6-5-4
6-5-4
12-10-8
6-5-4
13-10-8
1-0-0
0-9-125-7-115-11-50-9-129.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [4:0-1-5,0-1-12], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.51
0.30
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
0.02
(loc)
7-8
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=572/0-5-8 (min. 0-1-8), 6=572/0-5-8 (min. 0-1-8)
Max Horz8=-125(LC 8)
Max Uplift8=-48(LC 10), 6=-48(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-532/85, 3-4=-532/85, 2-8=-514/145, 4-6=-514/145
BOT CHORD 7-8=0/340, 6-7=0/340
WEBS 3-7=0/270
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T9G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0067
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:28 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Y?7tDFck6kiH61Q85CiDceCUVrt8Uan5CsA18CyLGcz
Scale = 1:35.8
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
4x8
4x4
4x8
12-10-8
12-10-8
-1-0-0
1-0-0
6-5-4
6-5-4
12-10-8
6-5-4
13-10-8
1-0-0
0-9-125-7-115-11-50-9-129.00 12
Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [12:0-1-5,0-1-12], [14:0-0-0,0-1-12], [24:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.03
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
13
12
14
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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 12-10-8.
(lb) - Max Horz24=125(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15
Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16,
and 15. This connection is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T10A
Truss Type
Common
Qty
1
Ply
1
16491
Job Reference (optional)
0045
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:30 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-UOFddwe_eLy?LKaXCdkhh3IlLeV0yTNOg9f8C5yLGcx
Scale = 1:42.9
T1 T1
B1
W1
W2 W2
575#/-40#575#/-40#
1
2
3
4
5
8 7 6
3x4 3x4 1.5x4
4x6
4x6 4x6
0-3-4
0-3-4
6-2-12
5-11-8
12-2-4
5-11-8
12-5-8
0-3-4
-1-0-0
1-0-0
6-2-12
6-2-12
12-5-8
6-2-12
13-5-8
1-0-0
0-11-156-8-77-0-40-11-1511.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12], [6:Edge,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.49
0.26
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.01
0.03
(loc)
6-7
6-7
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=555/0-5-8 (min. 0-1-8), 6=555/0-5-8 (min. 0-1-8)
Max Horz8=-150(LC 8)
Max Uplift8=-40(LC 10), 6=-40(LC 11)
Max Grav8=575(LC 18), 6=575(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-542/88, 3-4=-541/88, 2-8=-507/149, 4-6=-507/149
BOT CHORD 8-9=0/350, 7-9=0/350, 7-10=0/350, 6-10=0/350
WEBS 3-7=0/306
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T10B
Truss Type
Common
Qty
4
Ply
1
16491
Job Reference (optional)
0046
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:32 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-QmNO2cfEAzCjaekwK2n9nUN5vSBaQNvg7T8FHzyLGcv
Scale = 1:42.9
T1
T2
B1
W1
W3 W2
576#/-40#512#/-21#
1
2
3
4
7 6 5
3x4 3x4 1.5x4
4x6
4x6
4x4
0-3-4
0-3-4
6-2-12
5-11-8
12-5-0
6-2-4
-1-0-0
1-0-0
6-2-12
6-2-12
12-5-0
6-2-4
0-11-156-8-77-0-41-0-611.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:Edge,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.49
0.26
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.01
0.03
(loc)
6-7
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=557/0-5-8 (min. 0-1-8), 5=482/0-5-8 (min. 0-1-8)
Max Horz7=144(LC 7)
Max Uplift7=-40(LC 10), 5=-21(LC 10)
Max Grav7=576(LC 18), 5=512(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-542/90, 3-4=-537/88, 2-7=-506/149, 4-5=-437/104
BOT CHORD 7-8=-7/340, 6-8=-7/340, 6-9=-7/340, 5-9=-7/340
WEBS 3-6=0/302
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 5. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T10G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0047
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:34 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-N9U8TIhVhaSRqyuIRSpdsvSWxGwHuFzzandMLsyLGct
Scale = 1:41.0
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
2x4
4x4
2x4
12-5-8
12-5-8
-1-0-0
1-0-0
6-2-12
6-2-12
12-5-8
6-2-12
13-5-8
1-0-0
0-11-156-8-77-0-40-11-1511.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.05
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
13
12
14
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 74 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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 12-5-8.
(lb) - Max Horz24=-150(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-110(LC 6), 23=-113(LC 10),
15=-105(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16,
and 15. This connection is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T10GR
Truss Type
COMMON GIRDER
Qty
1
Ply
2
16491
Job Reference (optional)
0048
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:38 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-FwkfJfk?lpytIZB3gIua0ld5FtB3qvxZVPbZUdyLGcp
Scale = 1:42.3
T1 T1
B1
W1
W2 W3W2W3
W5
W4
W5
W4
4498#/-263#3946#/-226#
1
2
3
4
5
10 9 8 7 6
8x16 MT18HS
4x6
8x16 MT18HS
8x8
4x6
8x8
4x6
8x8 HUS26
HUS26
HUS26 HUS26
HUS26
HUS26
3-2-14
3-2-14
6-2-4
2-11-6
9-1-10
2-11-6
12-4-8
3-2-14
3-2-14
3-2-14
6-2-4
2-11-6
9-1-10
2-11-6
12-4-8
3-2-14
1-0-66-8-71-0-611.00 12
Plate Offsets (X,Y)-- [1:Edge,0-7-8], [5:Edge,0-7-8], [6:0-1-12,0-0-0], [7:0-3-8,0-4-8], [8:0-4-0,0-4-8], [9:0-3-8,0-4-8], [10:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.63
0.51
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
0.02
(loc)
8-9
8-9
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 146 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 10=4498/0-5-8 (min. 0-3-8), 6=3946/0-5-8 (min. 0-3-2)
Max Horz10=-128(LC 6)
Max Uplift10=-263(LC 11), 6=-226(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3898/286, 2-3=-2912/279, 3-4=-2912/279, 4-5=-3940/284, 1-10=-3257/243, 5-6=-3299/242
BOT CHORD 10-11=-143/485, 11-12=-143/485, 9-12=-143/485, 9-13=-191/2814, 8-13=-191/2814, 8-14=-146/2844, 14-15=-146/2844,
7-15=-146/2844, 7-16=-45/447, 6-16=-45/447
WEBS 3-8=-310/3664, 4-8=-1131/154, 4-7=-82/1405, 2-8=-1083/156, 2-9=-85/1339, 1-9=-120/2406, 5-7=-123/2465
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 6. This connection is for uplift
only and does not consider lateral forces.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-4 from
the left end to 10-8-4 to connect truss(es) T08C (1 ply 2x4 SPF), T08B (1 ply 2x4 SPF), T08A (1 ply 2x4 SPF) to front face of bottom
chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
Job
16491
Truss
T10GR
Truss Type
COMMON GIRDER
Qty
1
Ply
2
16491
Job Reference (optional)
0048
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:38 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-FwkfJfk?lpytIZB3gIua0ld5FtB3qvxZVPbZUdyLGcp
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-10=-20
Concentrated Loads (lb)
Vert: 11=-1233(F) 12=-1228(F) 13=-1228(F) 14=-1228(F) 15=-1281(F) 16=-1280(F)
Job
16491
Truss
T12
Truss Type
Common
Qty
2
Ply
1
16491
Job Reference (optional)
0052
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:40 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-BJsPkLmGHQDbYtLSojw25AiXUgzuI?Kszj4gZWyLGcn
Scale = 1:18.2
T1 T1
B1
W1
W3
W2
W3
W2
244#/-27#244#/-27#
1
2
3
4
5
8
7
6
1.5x4 1.5x4
4x4
4x8
3x6 3x6
0-2-4
0-2-4
2-4-0
2-1-12
4-5-12
2-1-12
4-8-0
0-2-4
-1-0-0
1-0-0
2-4-0
2-4-0
4-8-0
2-4-0
5-8-0
1-0-0
0-11-153-1-103-5-70-11-1511.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.13
0.04
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
8
7
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=244/0-3-8 (min. 0-1-8), 6=244/0-3-8 (min. 0-1-8)
Max Horz8=81(LC 9)
Max Uplift8=-27(LC 10), 6=-27(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T12G
Truss Type
Common Supported Gable
Qty
2
Ply
1
16491
Job Reference (optional)
0053
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:42 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-8izA91nWp1TInAVrv8yWBbntwUfZmvp9Q1ZndOyLGcl
Scale = 1:18.2
W1
T1 T1
W1
B1
ST2
ST1 ST1
1
2
3
4
5
6
7
12 11 10 9 8
4x4
4-8-0
4-8-0
-1-0-0
1-0-0
2-4-0
2-4-0
4-8-0
2-4-0
5-8-0
1-0-0
0-11-153-1-103-5-70-11-1511.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.02
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.00
(loc)
7
6
8
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 23 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-0 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 4-8-0.
(lb) - Max Horz12=81(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9
Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 8, 10, 11, and 9. This connection
is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T12GR
Truss Type
Common Girder
Qty
2
Ply
1
16491
Job Reference (optional)
0054
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:45 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-YHfIn3pO6yrteeDPaGWDoDPO1hfIzCeb6?oREjyLGci
Scale = 1:18.2
T1 T1
B1
W1
W3
W2
W3
W2
716#/-42#1856#/-104#
1
2
3
6
5 4
2x4
2x4
4x4
3x6
8x8
3x6
HUS26
Special
2-0-8
2-0-8
4-1-0
2-0-8
2-0-8
2-0-8
4-1-0
2-0-8
1-3-23-1-101-3-211.00 12
Plate Offsets (X,Y)-- [5:0-4-0,0-4-12]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.14
0.08
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
5
5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except
end verticals.
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) 6=716/Mechanical, 4=1856/Mechanical
Max Horz6=61(LC 7)
Max Uplift6=-42(LC 11), 4=-104(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-594/64, 2-3=-594/64, 1-6=-650/64, 3-4=-650/64
WEBS 2-5=-33/647, 1-5=-35/466, 3-5=-35/466
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=104.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 1-11-12 from the left end to connect truss(es)
T07C (1 ply 2x4 SPF) to back face of bottom chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1140 lb down and 65 lb up at
3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 4=-1140(B) 5=-1129(B)
Job
16491
Truss
T13
Truss Type
Common
Qty
1
Ply
1
16491
Job Reference (optional)
0055
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:47 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-Ufn3Ckrfda5buyNoihYhueViAVKJR9HuaJHYJcyLGcg
Scale = 1:36.6
T1 T1
B1
W1
W3
W2
W3
W2
444#/-35#444#/-35#
1
2
3
4
5
8 7 6
1.5x4 1.5x4 4x8
4x4
3x6 3x6
0-2-4
0-2-4
4-10-0
4-7-12
9-5-12
4-7-12
9-8-0
0-2-4
-1-0-0
1-0-0
4-10-0
4-10-0
9-8-0
4-10-0
10-8-0
1-0-0
0-11-155-5-25-8-150-11-1511.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.29
0.18
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.03
-0.00
0.00
(loc)
6-7
6-7
6
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=444/0-3-8 (min. 0-1-8), 6=444/0-3-8 (min. 0-1-8)
Max Horz8=-126(LC 8)
Max Uplift8=-35(LC 10), 6=-35(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-339/53, 3-4=-339/53, 2-8=-408/114, 4-6=-408/114
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
16491
Truss
T13G
Truss Type
GABLE
Qty
1
Ply
1
16491
Job Reference (optional)
0056
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:50 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-vESBqmtXwVTAlP6NNp5OVH7FviOAeW?KGHVCwwyLGcd
Scale = 1:34.5
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 12
4x4
9-8-0
9-8-0
-1-0-0
1-0-0
4-10-0
4-10-0
9-8-0
4-10-0
10-8-0
1-0-0
0-11-155-5-25-8-150-11-1511.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.04
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
11
10
12
l/defl
n/r
n/r
n/a
L/d
120
90
n/a
PLATES
MT20
Weight: 53 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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 9-8-0.
(lb) - Max Horz20=126(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13
Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
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 20.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20, 12, 16, 17, 18, 19, 15, 14, and
13. This connection is for uplift only and does not consider lateral forces.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
T13GR
Truss Type
Common Girder
Qty
1
Ply
1
16491
Job Reference (optional)
0057
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:55 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-FCG4tTxgl16SrA_KANhZCKq21jvbJer3QYDzb8yLGcY
Scale = 1:36.6
T1 T1
B1
W1
HW1 HW1
2541#/-148#2704#/-158#2541#/-148#2704#/-158#
1
2
3
6 5 4
6x10
5x6
4x6
6x10
5x6
5x9
HUS26 HUS26 HUS26
HUS26
4-6-8
4-6-8
9-1-0
4-6-8
4-6-8
4-6-8
9-1-0
4-6-8
1-3-25-5-21-3-211.00 12
Plate Offsets (X,Y)-- [5:0-6-4,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.37
0.79
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.05
0.02
0.02
(loc)
5-9
5-9
1
5-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 57 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x8 SP No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.2 -| 1-6-0, Right 2x8 SP No.2 -| 1-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-10 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=2541/Mechanical, 3=2704/Mechanical
Max Horz1=-81(LC 8)
Max Uplift1=-148(LC 11), 3=-158(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2110/195, 2-3=-2110/195
BOT CHORD 1-6=-179/374, 6-15=-78/1483, 15-16=-78/1483, 5-16=-78/1483, 5-17=-78/1483,
4-17=-78/1483, 3-4=-137/412
WEBS 2-5=-180/2510
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=148,
3=158.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-12 from
the left end to 7-7-12 to connect truss(es) T07E (1 ply 2x4 SPF) to back face of bottom chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 7-11=-20
Concentrated Loads (lb)
Vert: 4=-1129(B) 15=-1129(B) 16=-1129(B) 17=-1129(B)
Job
16491
Truss
V01A
Truss Type
Valley
Qty
3
Ply
1
16491
Job Reference (optional)
0068
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:57 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-BaNrI9zwHeMA4U8jHoj1HlvRzXmAnhRMtsi3f0yLGcW
Scale = 1:17.6
T1 T1
B1
ST1
1
2
3
4
2x4
4x4
2x4 1.5x4
3-5-15
3-5-15
6-11-13
3-5-15
3-5-15
3-5-15
6-11-13
3-5-15
0-0-42-7-70-0-49.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.08
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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=137/6-11-3 (min. 0-1-8), 3=138/6-11-3 (min. 0-1-8), 4=214/6-11-3 (min. 0-1-8)
Max Horz1=-44(LC 8)
Max Uplift1=-22(LC 10), 3=-28(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V01B
Truss Type
Valley
Qty
2
Ply
1
16491
Job Reference (optional)
0069
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:39:58 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-gnxDWV_Y2yU1iejvrVFGqzSehx6nW8CV6WRdCTyLGcV
Scale = 1:8.7
T1 T1
B1
96#/-6#96#/-6#
1
2
3
2x4
3x4
2x4
1-7-10
1-7-10
3-3-3
1-7-10
1-7-10
1-7-10
3-3-3
1-7-10
0-0-41-2-110-0-49.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.02
0.06
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 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=96/3-2-9 (min. 0-1-8), 3=96/3-2-9 (min. 0-1-8)
Max Horz1=17(LC 7)
Max Uplift1=-6(LC 10), 3=-6(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02A
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0070
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:00 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-c93zwB?paZklxxtIzwHkvOXrkkmb_?RoZqwkGLyLGcT
Scale = 1:55.6
T2
W1
B1
ST2
ST1
T1
1
2
3
4
5
8 7 6
3x6
1.5x4
1.5x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
11-7-11
11-7-11
11-7-11
11-7-11
0-0-49-8-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.62
0.16
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-7-7.
(lb) - Max Horz1=273(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) 6, 1 except 7=-136(LC 10), 8=-121(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=505(LC 17), 8=348(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-263/186
WEBS 4-7=-282/189, 2-8=-250/168
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1 except (jt=lb)
7=136, 8=121.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02B
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0071
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:02 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-YYBjLt135B_TBF1h4LJC_pcDrYRKSwh518PqLEyLGcR
Scale: 1/4"=1'
T1 W1
B1
ST1
1
2
3
5 4
2x4
1.5x4
1.5x4 1.5x4
1.5x4
9-10-2
9-10-2
0-0-48-2-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.21
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=175/9-9-13 (min. 0-1-8), 4=94/9-9-13 (min. 0-1-8), 5=475/9-9-13 (min. 0-1-8)
Max Horz1=229(LC 9)
Max Uplift1=-13(LC 6), 4=-50(LC 7), 5=-183(LC 10)
Max Grav1=217(LC 18), 4=167(LC 17), 5=566(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-379/261
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=183.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02C
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0072
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:04 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-UwIUmY2JdoEBQZA3CmLg4EiZwM7mwrUOUSuxP6yLGcP
Scale = 1:39.3
T1 W1
B1
ST1
1
2
3
5 4
2x4
1.5x4
1.5x4 1.5x4
1.5x4
8-0-8
8-0-8
0-0-46-8-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.48
0.15
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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=107/8-0-3 (min. 0-1-8), 4=118/8-0-3 (min. 0-1-8), 5=374/8-0-3 (min. 0-1-8)
Max Horz1=184(LC 7)
Max Uplift1=-21(LC 6), 4=-45(LC 7), 5=-144(LC 10)
Max Grav1=147(LC 18), 4=186(LC 17), 5=437(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-299/212
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=144.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02D
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0073
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:06 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-RJQEBE4Z9PUufsKSJBO89fnyj9q_OmHhxmN2U?yLGcN
Scale = 1:30.4
T1
W1
B1
ST1
1
2
3
5 42x4
1.5x4
1.5x4
1.5x4
1.5x4
6-2-15
6-2-15
0-0-45-2-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.27
0.10
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 22 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=13/6-2-10 (min. 0-1-8), 4=125/6-2-10 (min. 0-1-8), 5=317/6-2-10 (min. 0-1-8)
Max Horz1=140(LC 7)
Max Uplift1=-48(LC 8), 4=-38(LC 7), 5=-122(LC 10)
Max Grav1=91(LC 7), 4=142(LC 17), 5=332(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-253/187
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=122.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02E
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0074
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:07 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-vV_cOa4CwjclH0vetuvNhsK8rZ9O7DQqAQ7b0RyLGcM
Scale = 1:21.1
T1
W1
B1
1
2
3
2x4
1.5x4
1.5x4
4-5-5
4-5-5
0-0-43-8-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.25
0.15
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except
end verticals.
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=156/4-5-0 (min. 0-1-8), 3=156/4-5-0 (min. 0-1-8)
Max Horz1=96(LC 7)
Max Uplift3=-40(LC 10)
Max Grav1=156(LC 1), 3=171(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V02F
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0075
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:09 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-ru6NpG6SSKsTWK31_JxrnHPWCNtcb7w7ekci5KyLGcK
Scale = 1:13.7
T1
W1
B1
84#/0#92#/-22#
1
2
3
2x4
1.5x4
1.5x4
2-7-11
2-7-11
0-0-42-2-710.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.06
0.04
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except
end verticals.
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=84/2-7-7 (min. 0-1-8), 3=84/2-7-7 (min. 0-1-8)
Max Horz1=51(LC 7)
Max Uplift3=-22(LC 10)
Max Grav1=84(LC 1), 3=92(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V03A
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0076
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:11 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-nHD7Ey8i_y7BmeDP6kzJsiUqaAX53?2Q525p9DyLGcI
Scale = 1:33.7
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
3x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
6-7-7
6-7-7
13-2-14
6-7-7
6-7-7
6-7-7
13-2-14
6-7-7
0-0-45-6-30-0-410.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.14
0.10
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 13-2-4.
(lb) - Max Horz1=-100(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-124(LC 10), 6=-124(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=315(LC 17), 6=315(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb)
8=124, 6=124.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V03B
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0077
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:13 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-jfLufd9yWZNv?xMoD90nx7Z76_CZXwxjYMawE5yLGcG
Scale = 1:25.7
T1 T1
B1
ST1
1
2
3
42x4
4x4
2x4 1.5x4
4-9-13
4-9-13
9-7-11
4-9-13
4-9-13
4-9-13
9-7-11
4-9-13
0-0-44-0-30-0-410.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.17
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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=205/9-7-1 (min. 0-1-8), 3=205/9-7-1 (min. 0-1-8), 4=297/9-7-1 (min. 0-1-8)
Max Horz1=-71(LC 6)
Max Uplift1=-32(LC 10), 3=-41(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V03C
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0078
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:15 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-g2Te4JBD1AddFFWALZ2F0YfX3nwi?q??0g30I_yLGcE
Scale = 1:17.3
T1 T1
B1
ST1
1
2
3
4
2x4
4x4
2x4 1.5x4
3-0-4
3-0-4
6-0-7
3-0-4
3-0-4
3-0-4
6-0-7
3-0-4
0-0-42-6-30-0-410.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.10
0.06
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
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) 1=121/5-11-14 (min. 0-1-8), 3=121/5-11-14 (min. 0-1-8), 4=176/5-11-14 (min. 0-1-8)
Max Horz1=-42(LC 6)
Max Uplift1=-19(LC 10), 3=-24(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V03D
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0079
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:16 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-8E10HfBroUlUsP5NvHZUZmBjJBGTkHf9FKoaqQyLGcD
Scale = 1:7.7
T1 T1
B1
65#/-4#65#/-4#
1
2
3
2x4
3x4
2x4
1-2-10
1-2-10
2-5-4
1-2-10
1-2-10
1-2-10
2-5-4
1-2-10
0-0-41-0-30-0-410.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.01
0.03
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-4 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=65/2-4-11 (min. 0-1-8), 3=65/2-4-11 (min. 0-1-8)
Max Horz1=-13(LC 6)
Max Uplift1=-4(LC 10), 3=-4(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V04A
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0080
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:18 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-4d8niLD5K5?B6iFl0icyeBH1o?wjCArSidHhvJyLGcB
Scale = 1:34.6
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
3x4
4x4
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
6-1-4
6-1-4
12-2-9
6-1-4
6-1-4
6-1-4
12-2-9
6-1-4
0-0-45-7-30-0-411.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.14
0.10
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.All bearings 12-2-0.
(lb) - Max Horz1=-102(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-139(LC 10), 6=-138(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=311(LC 17), 6=311(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, 7, 8, and 6. This connection is for
uplift only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V04B
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0081
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:20 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-0?GX71FLsjFvL0P887eQjcML4obZg5nl9xmnzByLGc9
Scale = 1:27.9
T1 T1
B1
ST1
1
2
3
42x4
4x4
2x4 1.5x4
4-5-10
4-5-10
8-11-4
4-5-10
4-5-10
4-5-10
8-11-4
4-5-10
0-0-44-1-30-0-411.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.28
0.14
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
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=195/8-10-11 (min. 0-1-8), 3=195/8-10-11 (min. 0-1-8), 4=265/8-10-11 (min. 0-1-8)
Max Horz1=73(LC 9)
Max Uplift1=-33(LC 11), 3=-38(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 3, and 4. This connection is for
uplift only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V04C
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0082
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:22 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-zOOHYiGcOKVdaKYXFYguo1RkUcJS8?n1dFFu24yLGc7
Scale = 1:18.6
T1 T1
B1
ST1
1
2
3
4
2x4
4x4
2x4 1.5x4
2-10-0
2-10-0
5-8-0
2-10-0
2-10-0
2-10-0
5-8-0
2-10-0
0-0-42-7-30-0-411.00 12
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.09
0.05
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-0 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) 1=117/5-7-7 (min. 0-1-8), 3=117/5-7-7 (min. 0-1-8), 4=159/5-7-7 (min. 0-1-8)
Max Horz1=44(LC 7)
Max Uplift1=-20(LC 11), 3=-23(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 3, and 4. This connection is for
uplift only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
16491
Truss
V04D
Truss Type
Valley
Qty
1
Ply
1
16491
Job Reference (optional)
0083
8.300 s Jun 26 2019 MiTek Industries, Inc. Fri Nov 8 11:40:24 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto
ID:jmV5LpvTqqjXnlRUrscCW0ynue_-vnW2zOIswxlLqdivNyiMtSX5IQ_LcveK4Zk?6yyLGc5
Scale = 1:8.1
T1 T1
B1
66#/-3#66#/-3#
1
2
3
2x4
3x4
2x4
1-2-6
1-2-6
2-4-11
1-2-6
1-2-6
1-2-6
2-4-11
1-2-6
0-0-41-1-30-0-411.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=20.0)
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.01
0.03
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-11 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=66/2-4-3 (min. 0-1-8), 3=66/2-4-3 (min. 0-1-8)
Max Horz1=-15(LC 6)
Max Uplift1=-3(LC 10), 3=-3(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift
only and does not consider lateral forces.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard