HomeMy WebLinkAboutBLD2020-00522 - 07 TRUSS PROFILEJob
2229153
Truss
A01
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.610 s 24 Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:38 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-5tCEujC9prDWJw4tFrERekgJOFRrKRZtQeb78RzsoD?
Scale = 1:86.8
T2 T2
B2 B2
W6
W5
W3
W4
W3
W4
W3
W2
W5
W3
W4
W3
W4
W3
W2
T1 T1
W1 W1
ST6 ST6
ST7ST6
ST5ST4ST3
ST2
ST1
ST7 ST6
ST5 ST4 ST3
ST2
ST1
SB1
SB2
2371#/-383#2371#/-383#
1
2
3
4
5
6 7
8
9
10
11 12 13
14
15
16
17
18
19
20
21
22
23
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
45
46
47
48
41
43 42
44
5x12 MT20HS WB
6x18 MT18HS
5x12 MT20HS WB
4x6
12x20
4x6
8x8
3x6
3x6
6x10
3x6
3x6
4x12
8x8
3x6
3x6
6x10
3x6
3x6
4x12
3x6 3x6
3x6 3x6
0-0-00-5-80-5-83-0-23-5-103-2-26-7-123-2-29-9-143-2-213-0-03-2-216-2-23-2-219-4-43-2-222-6-63-0-225-6-80-5-8 26-0-0
-2-0-02-0-00-0-0 3-5-103-5-103-2-26-7-123-2-29-9-143-2-213-0-03-2-216-2-23-2-219-4-43-2-222-6-63-5-1026-0-02-0-028-0-0
2-
6
-
0
13
-
4
-
0
2-
6
-
0
10
-
5
-
7
10.00 12
10.00 12
Plate Offsets (X,Y)-- [2:0-4-8,0-0-12], [22:0-4-8,0-0-12], [32:0-10-0,0-4-2]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.39
0.35
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.31
-0.53
0.96
(loc)
32
32
24
l/defl
>983
>571
n/a
L/d
240
180
n/a
PLATES
MT20
MT20HS
MT18HS
Weight: 464 lb FT = 20%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF No.2 *Except*
W6,W1: 2x8 DF SS
OTHERS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 39-40,38-39,25-26,24-25.
REACTIONS.(lb/size) 40=2371/0-5-8 (min. 0-1-15), 24=2371/0-5-8 (min. 0-1-15)
Max Horz40=-398(LC 6)
Max Uplift40=-383(LC 8), 24=-383(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/182, 2-3=-3891/683, 3-4=-3672/675, 4-5=-7130/1171, 5-6=-7125/1206, 6-7=-9931/1385, 7-8=-9882/1392,
8-9=-9867/1435, 9-10=-11935/1406, 10-11=-12080/1429, 11-12=-11683/1422, 12-13=-11492/1395, 13-14=-11862/1418,
14-15=-11728/1392, 15-16=-9617/1230, 16-17=-9652/1207, 17-18=-9704/1200, 18-19=-6766/928, 19-20=-6786/908,
20-21=-3405/504, 21-22=-3621/508, 22-23=0/182, 2-40=-2613/498, 22-24=-2447/391
BOT CHORD 39-40=-431/571, 38-39=-433/580, 37-38=-739/4052, 36-37=-1082/7260, 35-36=-1092/7329, 34-35=-1080/7346,
33-34=-1213/10194, 32-33=-1205/10251, 31-32=-929/9853, 30-31=-935/9844, 29-30=-676/6847, 28-29=-688/6830,
27-28=-682/6764, 26-27=-388/3563, 25-26=-77/167, 24-25=-59/168
WEBS 12-32=-1234/11156, 32-45=-253/1422, 15-45=-252/1416, 15-30=-1652/169, 30-46=-196/2247, 46-47=-197/2256,
18-47=-198/2276, 18-27=-1622/170, 20-27=-252/2519, 20-26=-2155/276, 26-48=-290/2572, 22-48=-291/2584,
9-41=0/1497, 32-41=0/1503, 9-34=-1573/70, 6-43=-80/2142, 42-43=-76/2121, 34-42=-77/2113, 6-37=-1594/157,
4-37=-281/2532, 4-38=-2259/384, 2-44=-422/2711, 38-44=-420/2697, 11-32=-35/1044, 13-32=-98/1055, 10-41=-315/27,
9-33=-68/8, 8-42=-23/58, 36-43=-103/25, 5-37=-186/60, 3-44=-26/229, 2-39=-4/82, 14-45=-298/32, 15-31=-24/73,
16-46=-32/55, 28-47=-98/20, 19-27=-171/50, 21-48=-20/224, 22-25=-1/81
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, 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: 2x8 - 2 rows staggered at 0-4-0 oc, 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=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) 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.
5) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10
6) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates are 2x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 1-4-0 oc.
Continued on page 2
Job
2229153
Truss
A01
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:39 2020 Page 2 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-Z4mc53Dna9LNw4f3oYlgByCU8fn43uo1eIKhgtzsoD_
NOTES-
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) Bearing at joint(s) 40, 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 40 and 383 lb uplift at joint 24.
14) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2436 lb down and 443 lb up at 13-0-0 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: 1-2=-70, 2-12=-70, 12-22=-70, 22-23=-70, 32-40=-16, 24-32=-16
Concentrated Loads (lb)
Vert: 12=-2236(F)
Job
2229153
Truss
A02
Truss Type
Roof Special
Qty
6
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:41 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-WSuMWlF26mb5ANpSwzo8GNIsqTQ6XhDJ6cpojlzsoCy
Scale = 1:70.5
T2 T2
B1 B1
W4
W3
W1
W3
W1
W3
W1
W2
W3
W1
W3
W1
W3
W1
W2
T1 T1
W1 W1
1256#/-160#1256#/-160#
1
2
3
4
5
6
7
8
9
10
11
12
13
22
21
20
19
18
17
16
15
14
4x6
4x8
4x6
8x8
4x6 4x6
0-0-00-5-80-5-83-0-2 3-5-10 3-2-2 6-7-12 3-2-2 9-9-14 3-2-2 13-0-0 3-2-2 16-2-2 3-2-2 19-4-4 3-2-2 22-6-6 3-0-2 25-6-80-5-826-0-0
-2-0-02-0-00-0-0 3-5-10 3-5-10 3-2-2 6-7-12 3-2-2 9-9-14 3-2-2 13-0-0 3-2-2 16-2-2 3-2-2 19-4-4 3-2-2 22-6-6 3-5-10 26-0-02-0-028-0-0
2-
6
-
0
13
-
4
-
0
2-
6
-
0
10
-
5
-
7
10.00 12
10.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [12:0-2-12,0-1-8], [18:0-4-12,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.31
0.57
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.28
-0.49
0.89
(loc)
18
18
14
l/defl
>999
>631
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 185 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF No.2
WEBS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 21-22,14-15.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 22=1256/0-5-8 (min. 0-2-1), 14=1256/0-5-8 (min. 0-2-1)
Max Horz22=396(LC 7)
Max Uplift22=-160(LC 8), 14=-160(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/165, 2-3=-1873/333, 3-4=-3094/440, 4-5=-3845/296, 5-6=-3783/312, 6-7=-4055/173, 7-8=-4069/208, 8-9=-3526/107,
9-10=-3597/85, 10-11=-2894/168, 11-12=-1749/144, 12-13=0/165, 2-22=-1276/284, 12-14=-1211/176
BOT CHORD 21-22=-506/479, 20-21=-525/2089, 19-20=-528/3305, 18-19=-449/3999, 17-18=0/3649, 16-17=0/2839, 15-16=-24/1661,
14-15=-77/48
WEBS 7-18=-239/4942, 8-18=-354/533, 8-17=-426/117, 10-17=-101/669, 10-16=-653/28, 11-16=0/925, 11-15=-870/48,
12-15=-20/1292, 6-18=0/392, 6-19=-336/0, 4-19=0/545, 4-20=-659/32, 3-20=-3/932, 3-21=-909/149, 2-21=-155/1348
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) 22, 14 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 160 lb uplift at joint 22 and 160 lb uplift at
joint 14.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
A03
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:43 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-Sr?7xRGIeNrpPhzq1OqcLoNCJG5S_bYcZwIuoezsoCw
Scale = 1:70.5
T2 T2
B1 B1
W4
W3
W1
W3
W1
W3
W1
W2
W3
W1
W3
W1
W3
W1
W2
T1
T3
W1 W1
1099#/-116#1262#/-159#
1
2
3
4
5
6
7
8
9
10
11
12
21
20
19
18
17
16
15
14
13
4x6
4x8
4x6
8x8
4x6 4x6
0-0-00-5-80-5-83-0-2 3-5-10 3-2-2 6-7-12 3-2-2 9-9-14 3-2-2 13-0-0 3-2-2 16-2-2 3-2-2 19-4-4 3-2-2 22-6-6 3-0-2 25-6-80-5-826-0-0
0-0-0 3-5-10 3-5-10 3-2-2 6-7-12 3-2-2 9-9-14 3-2-2 13-0-0 3-2-2 16-2-2 3-2-2 19-4-4 3-2-2 22-6-6 3-5-10 26-0-02-0-028-0-0
2-
6
-
0
13
-
4
-
0
2-
6
-
0
10
-
5
-
7
10.00 12
10.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [11:0-2-12,0-1-8], [17:0-4-12,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.31
0.58
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.29
-0.50
0.90
(loc)
17
17
13
l/defl
>999
>623
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 182 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF No.2
WEBS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 13-14.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 21=1099/0-5-8 (min. 0-1-13), 13=1262/0-5-8 (min. 0-2-1)
Max Horz21=-381(LC 4)
Max Uplift21=-116(LC 8), 13=-159(LC 9)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1923/307, 2-3=-3149/426, 3-4=-3887/282, 4-5=-3827/298, 5-6=-4090/164, 6-7=-4104/199, 7-8=-3554/99,
8-9=-3629/77, 9-10=-2916/163, 10-11=-1760/141, 11-12=0/165, 1-21=-1144/205, 11-13=-1217/174
BOT CHORD 20-21=-473/482, 19-20=-512/2163, 18-19=-514/3353, 17-18=-438/4043, 16-17=0/3676, 15-16=0/2861, 14-15=-22/1672,
13-14=-77/48
WEBS 6-17=-228/4987, 7-17=-351/535, 7-16=-431/115, 9-16=-99/676, 9-15=-658/26, 10-15=0/932, 10-14=-876/46,
11-14=-18/1301, 5-17=0/390, 5-18=-334/0, 3-18=0/542, 3-19=-644/31, 2-19=-2/913, 2-20=-943/175, 1-20=-187/1387
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10
3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * 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) 21, 13 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 116 lb uplift at joint 21 and 159 lb uplift at
joint 13.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:46 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-sQhFZSIAwIENG9hPjWNJzQ?izT9DB5n2FuXZPzzsoCt
Scale = 1:45.7
T1 T1
B1 B2
W1 W1
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17
ST18
T2
306#/-62#398#/-68#992#/-61#102#/-568#224#/-32#135#/-32#122#/-32#114#/-31#110#/-34#146#/-20#53#/-79#1416#/-334#166#/-897#
1
2
3
4
5
6
7
8
9
10
11 12 13
14
15
16
17
18
19
20
21
22
23
44 43 42 41 40 39 38 37
36 35 34
33 32 31 30 29 28 27
26 25 24
45
4x6
3x4
3x6
3x4
3x4
3x4
3x10
3x10
3x10
3x10
3x10
3x10
3x10
3x10
3x10
0-0-0 26-0-0 26-0-0
-1-4-01-4-00-0-0 13-0-0 13-0-0 13-0-0 26-0-01-4-027-4-0
1-
0
-
6
6-
5
-
6
1-
0
-
6
5.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.35
0.45
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.14
-0.21
0.00
(loc)
30-31
30-31
24
l/defl
>940
>607
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 177 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E *Except*
B1: 2x4 DF No.2
WEBS 2x4 DF No.2
OTHERS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 44=296/13-2-8 (min. 0-2-9), 24=363/3-3-8 (min. 0-1-8), 34=856/13-2-8 (min. 0-2-9), 35=-407/13-2-8 (min. 0-2-9)
, 37=224/13-2-8 (min. 0-2-9), 38=92/13-2-8 (min. 0-2-9), 39=120/13-2-8 (min. 0-2-9), 40=114/13-2-8 (min. 0-2-9)
, 41=108/13-2-8 (min. 0-2-9), 42=146/13-2-8 (min. 0-2-9), 43=-1/13-2-8 (min. 0-2-9), 26=1282/3-3-8 (min. 0-1-8)
, 26=1282/3-3-8 (min. 0-1-8), 25=-776/3-3-8 (min. 0-1-8)
Max Horz44=-73(LC 11)
Max Uplift44=-62(LC 11), 24=-68(LC 7), 34=-61(LC 11), 35=-568(LC 18), 37=-32(LC 10), 38=-32(LC 10), 39=-32(LC 10),
40=-31(LC 10), 41=-34(LC 10), 42=-20(LC 10), 43=-79(LC 16), 26=-334(LC 11), 25=-897(LC 18)
Max Grav44=306(LC 16), 24=398(LC 18), 34=992(LC 18), 35=102(LC 11), 37=224(LC 1), 38=135(LC 17), 39=122(LC 17),
40=114(LC 1), 41=110(LC 17), 42=146(LC 1), 43=53(LC 15), 26=1416(LC 18), 26=1282(LC 1), 25=166(LC 11)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/68, 2-3=-138/76, 3-4=-107/81, 4-5=-116/96, 5-6=-115/109, 6-7=-115/122, 7-45=-114/133, 8-45=-98/136,
8-9=-115/149, 9-10=-125/164, 10-11=-31/162, 11-12=-166/158, 12-13=-50/155, 13-14=-25/141, 14-15=-81/127,
15-16=-124/116, 16-17=-160/104, 17-18=-195/93, 18-19=-241/82, 19-20=-257/69, 20-21=-64/156, 21-22=-160/41,
22-23=0/68, 2-44=-275/65, 22-24=-327/75
BOT CHORD 43-44=-3/98, 42-43=-3/98, 41-42=-3/98, 40-41=-3/98, 39-40=-3/98, 38-39=-3/98, 37-38=-3/98, 36-37=-3/98, 35-36=-3/98,
34-35=-3/98, 33-34=-3/98, 32-33=-3/98, 31-32=-3/98, 30-31=-3/98, 29-30=-3/98, 28-29=-3/98, 27-28=-3/98, 26-27=-3/98,
25-26=-3/98, 24-25=-3/98
WEBS 11-34=-398/0, 10-35=-22/199, 9-37=-148/46, 8-38=-128/44, 7-39=-97/45, 6-40=-94/44, 5-41=-90/45, 4-42=-114/40,
3-43=-30/77, 13-33=-207/34, 14-32=0/46, 15-31=-7/35, 16-30=-3/34, 17-29=-3/32, 18-28=0/45, 19-27=-54/31,
20-26=-1071/275, 21-25=-110/662
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Fully 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
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.Continued on page 2
Job
2229153
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:46 2020 Page 2 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-sQhFZSIAwIENG9hPjWNJzQ?izT9DB5n2FuXZPzzsoCt
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 44, 68 lb uplift at joint 24, 61 lb uplift at joint 34, 568 lb uplift at
joint 35, 32 lb uplift at joint 37, 32 lb uplift at joint 38, 32 lb uplift at joint 39, 31 lb uplift at joint 40, 34 lb uplift at joint 41, 20 lb uplift at joint 42, 79 lb uplift at joint 43, 334 lb uplift
at joint 26 and 897 lb uplift at joint 25.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
B02
Truss Type
Common
Qty
8
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:48 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-ppp0_8KRSwU5VSroqxQn2r4?SHncf1uLjB0fTrzsoCr
Scale = 1:45.5
T1 T1
B1
W2
W1
W2
W1
HW1
HW1
B2
1211#/-184#1211#/-184#
1
2
3
4
5
6
7
8
9
12 11 10
13 14
15 16
4x6
4x12
5x8
5x8
3x6 3x4
2x4
3x4
2x4
4x12
5x8
5x8
0-0-0 9-2-3 9-2-3 7-7-11 16-9-13 9-2-3 26-0-0
-1-4-01-4-00-0-0 7-2-0 7-2-0 5-10-0 13-0-0 5-10-0 18-10-0 7-2-0 26-0-01-4-027-4-0
1-
0
-
6
6-
5
-
6
1-
0
-
6
5.00 12
Plate Offsets (X,Y)-- [2:0-8-9,Edge], [8:0-8-9,Edge]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.54
0.64
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.16
-0.23
0.05
(loc)
10-12
10-12
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E *Except*
B1: 2x4 DF No.2
WEBS 2x4 DF No.2
SLIDER Left 2x8 DF SS 3-11-10, Right 2x8 DF SS 3-11-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-15 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=1211/0-5-8 (min. 0-2-0), 8=1211/0-5-8 (min. 0-2-0)
Max Horz2=-100(LC 11)
Max Uplift2=-184(LC 10), 8=-184(LC 11)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-20/0, 2-3=-1858/245, 3-4=-1758/267, 4-13=-1624/246, 5-13=-1546/270, 5-14=-1546/271, 6-14=-1624/246,
6-7=-1758/267, 7-8=-1858/245, 8-9=-20/0
BOT CHORD 2-12=-247/1573, 11-12=-88/1189, 11-15=-88/1189, 15-16=-88/1189, 10-16=-88/1189, 8-10=-147/1573
WEBS 5-10=-115/532, 6-10=-377/200, 5-12=-115/532, 4-12=-377/200
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 2 and 184 lb uplift at joint
8.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
B03
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:51 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-DNU8dAMJlrsgMwaNV3zUgUibKUyqsOGoP9EJ4AzsoCo
Scale = 1:45.5
T1 T1
B1 B2
W1 W1
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST11
2
3
4
5
6
7
8
9
10
11 12 13
14
15
16
17
18
19
20
21
22
23
44 43 42 41 40 39 38 37
36 35 34 33 32 31 30 29 28 27 26 25 24
45 46
3x6
3x4 3x6 3x4
3x4 3x4
0-0-0 26-0-0 26-0-0
-1-4-01-4-00-0-0 13-0-0 13-0-0 13-0-0 26-0-01-4-027-4-0
1-
0
-
6
6-
5
-
6
1-
0
-
6
5.00 12
Plate Offsets (X,Y)-- [12:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.18
0.03
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
23
22
24
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 162 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E *Except*
B1: 2x4 DF No.2
WEBS 2x4 DF No.2
OTHERS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 44=196/26-0-0 (min. 0-4-0), 24=196/26-0-0 (min. 0-4-0), 34=126/26-0-0 (min. 0-4-0), 35=113/26-0-0 (min. 0-4-0)
, 37=115/26-0-0 (min. 0-4-0), 38=115/26-0-0 (min. 0-4-0), 39=115/26-0-0 (min. 0-4-0), 40=115/26-0-0 (min.
0-4-0), 41=113/26-0-0 (min. 0-4-0), 42=124/26-0-0 (min. 0-4-0), 43=78/26-0-0 (min. 0-4-0), 33=126/26-0-0 (min.
0-4-0), 32=113/26-0-0 (min. 0-4-0), 31=115/26-0-0 (min. 0-4-0), 30=115/26-0-0 (min. 0-4-0), 29=115/26-0-0
(min. 0-4-0), 28=115/26-0-0 (min. 0-4-0), 27=113/26-0-0 (min. 0-4-0), 26=124/26-0-0 (min. 0-4-0), 25=78/26-0-0
(min. 0-4-0)
Max Horz44=-74(LC 11)
Max Uplift44=-45(LC 6), 24=-45(LC 7), 35=-43(LC 10), 37=-32(LC 10), 38=-31(LC 10), 39=-32(LC 10), 40=-31(LC 10),
41=-35(LC 10), 42=-18(LC 10), 43=-79(LC 10), 32=-44(LC 11), 31=-32(LC 11), 30=-31(LC 11), 29=-32(LC 11),
28=-31(LC 11), 27=-34(LC 11), 26=-21(LC 11), 25=-69(LC 11)
Max Grav44=252(LC 16), 24=252(LC 16), 34=150(LC 17), 35=155(LC 17), 37=155(LC 17), 38=144(LC 17), 39=115(LC 17),
40=115(LC 1), 41=113(LC 1), 42=126(LC 17), 43=83(LC 23), 33=150(LC 18), 32=155(LC 18), 31=155(LC 18),
30=144(LC 18), 29=115(LC 18), 28=115(LC 1), 27=113(LC 1), 26=126(LC 18), 25=78(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/68, 2-3=-71/60, 3-4=-45/70, 4-5=-31/74, 5-6=-14/87, 6-7=-1/100, 7-45=0/110, 8-45=0/113, 8-9=-8/126, 9-10=-9/140,
10-11=-9/157, 11-12=-8/140, 12-13=-8/138, 13-14=-9/147, 14-15=-9/126, 15-16=-8/113, 16-46=0/99, 17-46=-1/96,
17-18=-1/86, 18-19=-1/73, 19-20=-17/63, 20-21=-32/68, 21-22=-55/49, 22-23=0/68, 2-44=-236/57, 22-24=-236/57
BOT CHORD 43-44=-52/67, 42-43=-52/67, 41-42=-52/67, 40-41=-52/67, 39-40=-52/67, 38-39=-52/67, 37-38=-52/67, 36-37=-52/67,
35-36=-52/67, 34-35=-52/67, 33-34=-52/67, 32-33=-52/67, 31-32=-52/67, 30-31=-52/67, 29-30=-52/67, 28-29=-52/67,
27-28=-52/67, 26-27=-52/67, 25-26=-52/67, 24-25=-52/67
WEBS 11-34=-129/0, 10-35=-134/55, 9-37=-134/44, 8-38=-123/44, 7-39=-94/45, 6-40=-94/44, 5-41=-92/46, 4-42=-103/39,
3-43=-58/68, 13-33=-129/0, 14-32=-134/56, 15-31=-134/44, 16-30=-123/44, 17-29=-94/45, 18-28=-94/44, 19-27=-92/45,
20-26=-103/40, 21-25=-58/62
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Fully 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing. Continued on page 2
Job
2229153
Truss
B03
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:51 2020 Page 2 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-DNU8dAMJlrsgMwaNV3zUgUibKUyqsOGoP9EJ4AzsoCo
NOTES-
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 45 lb uplift at joint 44, 45 lb uplift at joint 24, 43 lb uplift at joint 35, 32 lb uplift at
joint 37, 31 lb uplift at joint 38, 32 lb uplift at joint 39, 31 lb uplift at joint 40, 35 lb uplift at joint 41, 18 lb uplift at joint 42, 79 lb uplift at joint 43, 44 lb uplift at joint 32, 32 lb uplift
at joint 31, 31 lb uplift at joint 30, 32 lb uplift at joint 29, 31 lb uplift at joint 28, 34 lb uplift at joint 27, 21 lb uplift at joint 26 and 69 lb uplift at joint 25.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
BP1
Truss Type
FLAT SUPPORTED GABLE
Qty
20
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:53 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-9mcv1sOZHS6OcDjldU?ylvozCIebKJf4sTjQ83zsoCm
Scale = 1:15.3
T1
W1
B1
W1 W2
15#/-17# 66#/-45#0#/-25#117#/-33#
2 3
5 4
1
6
2x4
3x4 2x4
3x4
0-1-8
0-0-00-1-80-1-8 1-8-15 1-10-7
0-0-00-1-80-1-8 1-8-15 1-10-7
2-
6
-
0
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.03
0.01
0.01
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: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins: 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) 1=-13/1-10-7 (min. 0-1-8), 4=56/1-10-7 (min. 0-1-8), 6=-11/1-10-7 (min. 0-1-8), 5=117/1-10-7 (min. 0-1-8)
Max Horz1=59(LC 7)
Max Uplift1=-17(LC 16), 4=-45(LC 4), 6=-25(LC 3), 5=-33(LC 5)
Max Grav1=15(LC 4), 4=66(LC 16), 5=117(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-59/45, 2-3=-30/23, 3-4=-47/19
BOT CHORD 5-6=0/0, 4-5=0/0
WEBS 2-5=-87/51, 2-4=-54/41
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1, 45 lb uplift at joint 4,
25 lb uplift at joint 6 and 33 lb uplift at joint 5.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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.
LOAD CASE(S) Standard
Job
2229153
Truss
BP2
Truss Type
FLAT SUPPORTED GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:55 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-59kfSXPqp3M6rXt8kv2QqKtJn6K6oDANKnCXDxzsoCk
Scale = 1:15.3
T1
W1
B1
W1 W2
14#/-14# 66#/-47#0#/-19#100#/-31#
2 3
5 4
1
6
2x4
3x4 2x4
3x4
0-1-8
0-0-00-1-80-1-8 1-7-6 1-8-14
0-0-00-1-80-1-8 1-7-6 1-8-14
2-
6
-
0
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.02
0.01
0.01
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: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF No.2
BRACING-
TOP CHORD 2-0-0 oc purlins: 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) 1=-6/1-9-0 (min. 0-1-8), 4=52/1-9-0 (min. 0-1-8), 6=-9/1-9-0 (min. 0-1-8), 5=100/1-9-0 (min. 0-1-8)
Max Horz1=59(LC 7)
Max Uplift1=-14(LC 7), 4=-47(LC 4), 6=-19(LC 3), 5=-31(LC 5)
Max Grav1=14(LC 4), 4=66(LC 16), 5=100(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-59/45, 2-3=-30/23, 3-4=-43/18
BOT CHORD 5-6=0/0, 4-5=0/0
WEBS 2-5=-74/47, 2-4=-58/44
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 47 lb uplift at joint 4,
19 lb uplift at joint 6 and 31 lb uplift at joint 5.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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.
LOAD CASE(S) Standard
Job
2229153
Truss
C01
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:06:58 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-WkPo5ZSi6_kgi?cjQ1b7SyVnNJKW?aXq0lRBqGzsoCh
Scale = 1:16.7
T1
B1
ST1
ST2
1
2
3
4
8 7
9
5
6
3x4 2x4
2x4
2x4
2x4
0-0-0 5-11-8 5-11-8
-1-4-0 1-4-0 0-0-0 5-11-8 5-11-8
0-
4
-
1
2-
9
-
1
3
3-
4
-
4
5.00 12
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.19
0.09
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.00
(loc)
1
1
5
l/defl
n/r
n/r
n/a
L/d
180
120
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-8 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) 5=42/5-11-8 (min. 0-1-8), 2=253/5-11-8 (min. 0-1-8), 6=15/5-11-8 (min. 0-1-8), 8=339/5-11-8 (min. 0-1-8), 7=-43/5-11-8 (min. 0-1-8)
Max Horz2=115(LC 10)
Max Uplift5=-21(LC 10), 2=-37(LC 6), 8=-89(LC 10), 7=-47(LC 5)
Max Grav5=46(LC 17), 2=255(LC 16), 6=33(LC 5), 8=365(LC 17), 7=20(LC 16)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/58, 2-9=-81/0, 3-9=-64/62, 3-4=-51/9, 4-5=-11/15
BOT CHORD 2-8=0/0, 7-8=0/0, 6-7=0/0
WEBS 3-8=-292/132, 4-7=-38/25
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Fully 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
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 21 lb uplift at joint 5, 37 lb uplift at joint 2,
89 lb uplift at joint 8 and 47 lb uplift at joint 7.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
2229153
Truss
C02
Truss Type
JACK
Qty
6
Ply
1
Job Reference (optional)
Run: 8.240 s Dec 6 2018 Print: 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Jan 22 11:07:00 2020 Page 1 Builders First Source, Arlington,WA 98223
ID:yAFV6?xUMi6PQu4Nwh4sjhzt4JT-S6XYVFTydc?OyIm5XSdbXNa2E7z3TUY6T3wIu9zsoCf
Scale = 1:16.6
T1
B1
209#/-88#
372#/-65#
99#/0#
1
2
5
3
43x4
0-0-0 5-11-8 5-11-8
-1-4-0 1-4-0 0-0-0 5-11-8 5-11-8
0-
4
-
1
2-
9
-
1
3
3-
4
-
4
5.00 12
Plate Offsets (X,Y)-- [2:0-2-6,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=25.0)
TCDL
BCLL
BCDL
25.0
10.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.55
0.28
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.05
-0.09
-0.00
(loc)
2-4
2-4
3
l/defl
>999
>764
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-8 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) 3=177/Mechanical, 2=361/0-5-8 (min. 0-1-8), 4=44/Mechanical
Max Horz2=111(LC 10)
Max Uplift3=-88(LC 10), 2=-65(LC 10)
Max Grav3=209(LC 17), 2=372(LC 17), 4=99(LC 5)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/59, 2-5=-94/0, 3-5=-48/65
BOT CHORD 2-4=0/0
NOTES-
1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=103mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 65 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard