HomeMy WebLinkAboutTRUSS LAYOUT - 20-00255 - Lots 20-25 on Block 6 - Summerfield 6 Plex.pdfJob
20-044024T
Truss
A1
Truss Type
Common
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-hBLAqn2YE0nHMKfzn?aKa5M2MDw42iCtVbGs3azSgWD
Scale: 3/16"=1'
T2
T3
B1
W8 W6
W5
W2 W1
W3
W7
W4
T1
B2A
B
C
D
E
F
G
L K J I H
M
N
O P
Q
R
S T U
5x8
5x6
3x4
4x5
3x6 1.5x4 3x4
3x4
3x8
3x4
3x6
7-0-8
7-0-8
14-1-0
7-0-8
21-1-8
7-0-8
30-8-8
9-7-0
-1-0-0
1-0-0
7-0-8
7-0-8
14-1-0
7-0-8
21-1-8
7-0-8
25-11-0
4-9-8
30-8-8
4-9-8
0-
4
-
3
10
-
1
0
-
1
5
11
-
4
-
1
1
6-
1
-
7
6.00 12
Plate Offsets (X,Y)-- [B:0-1-12,0-0-0], [C:0-4-0,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.65
0.53
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.46
0.07
0.08
(loc)
H-I
H-I
H
B-L
l/defl
>999
>797
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 173 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W8,W5,W7: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-6-12 oc bracing.
WEBS 1 Row at midpt D-I, F-H
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1597/0-5-8 (min. 0-1-11), H=1484/Mechanical
Max Horz B=315(LC 9)
Max UpliftB=-339(LC 12), H=-257(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2720/507, C-M=-2597/527, C-D=-1954/436, D-N=-1191/356, N-O=-1044/360, E-O=-1042/371,
E-P=-1044/384, F-P=-1137/368
BOT CHORD B-L=-591/2302, K-L=-592/2299, J-K=-352/1634, J-S=-352/1634, I-S=-352/1634, I-T=-161/717, T-U=-161/717,
H-U=-161/717
WEBS C-L=0/261, C-K=-748/270, D-K=-67/426, D-I=-1039/366, E-I=-139/503, F-I=-61/541, F-H=-1437/251
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-13 to 2-0-1, Interior(1) 2-0-1 to 18-0-10, Exterior(2)
18-0-10 to 24-2-6, Interior(1) 24-2-6 to 27-5-14, Exterior(2) 27-5-14 to 30-6-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 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 = 7.0psf.
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) except
(jt=lb) B=339, H=257.
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
20-044024T
Truss
A1GE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-daTwFT4pme1?bepLuPcofWSO61agWdrAyvlz7SzSgWB
Scale = 1:65.3
T2
T3
B1
W8
W6
W5
W2 W1
W3
W7
W4
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
ST9
T1
B2A
B
C
D
E
F
G
H
M L K J I
AC
AD
AE AF
AG
AH
AI AJ AK AL AM
7x10
4x5
3x4
5x6 3x6
3x4
3x4
3x8
3x4
6x8
7-4-4
7-4-4
15-4-4
8-0-0
21-1-8
5-9-4
30-8-8
9-7-0
-1-0-0
1-0-0
7-4-4
7-4-4
15-4-4
8-0-0
21-1-8
5-9-4
25-11-0
4-9-8
30-8-8
4-9-8
0-
4
-
3
10
-
1
0
-
1
5
11
-
4
-
1
1
6-
1
-
7
6.00 12
Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-1-12,Edge], [C:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.69
0.58
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.30
-0.46
0.08
0.12
(loc)
I-J
I-J
I
B-M
l/defl
>999
>792
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 226 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W8,W7: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing.
WEBS 1 Row at midpt D-K, E-J, G-I
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1597/0-5-8 (min. 0-2-0), I=1484/0-2-8 (min. 0-1-12)
Max Horz B=595(LC 35)
Max UpliftB=-990(LC 40), I=-602(LC 41)
Max Grav B=1859(LC 27), I=1647(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AC=-3421/1906, C-AC=-3189/1554, C-D=-2891/1518, D-E=-2394/1363,
E-AD=-1475/834, AD-AE=-1277/687, F-AE=-1219/641, F-AF=-1054/540,
G-AF=-1137/392, G-AG=-358/373, AG-AH=-259/224
BOT CHORD B-AI=-1558/2334, M-AI=-942/2308, L-M=-942/2308, K-L=-942/2308,
K-AJ=-679/1664, J-AJ=-679/1664, J-AK=-652/1025, AK-AL=-652/1025,
AL-AM=-652/1025, I-AM=-652/802
WEBS D-M=0/290, D-K=-879/341, E-K=-89/449, E-J=-1026/369, F-J=-358/702,
G-J=-276/663, G-I=-1583/648
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-13 to 2-0-1, Interior(1) 2-0-1 to 18-0-10, Exterior(2)
18-0-10 to 24-2-6, Interior(1) 24-2-6 to 27-5-14, Exterior(2) 27-5-14 to 30-6-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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 = 7.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) I.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=990, I=602.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
Continued on page 2
Job
20-044024T
Truss
A1GE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:03 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-5m1ISp4RXx9sDoOXS771Ck_ZsRwvF45JBZVWgvzSgWA
NOTES-
13) This truss has been designed for a total drag load of 1600 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord
from 0-0-0 to 1-0-0, 29-8-8 to 30-8-8 for 800.0 plf.
LOAD CASE(S) Standard
Job
20-044024T
Truss
A1S
Truss Type
Jack-Closed
Qty
16
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-Zybgg953IFIjqyzk0qeGlxXkDrNR_YFTPDE4CLzSgW9
Scale = 1:30.3
T1
W1
B1
W3 W2
A
B
C
D E
H G
F
I
J
K
3x4
3x6 3x4
3x4
1.5x4
5-7-12
5-7-12
11-3-8
5-7-12
-1-0-0
1-0-0
5-7-12
5-7-12
11-3-8
5-7-12
0-
4
-
3
5-
1
1
-
1
5
6-
5
-
1
1
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.66
0.18
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.02
(loc)
B-H
B-H
G
B-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 53 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
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)G=549/Mechanical, B=644/0-5-8 (min. 0-1-8)
Max Horz B=243(LC 9)
Max UpliftG=-109(LC 12), B=-127(LC 12)
Max Grav G=708(LC 19), B=685(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-863/130, C-I=-672/145, D-G=-315/81
BOT CHORD B-H=-138/686, G-H=-138/686
WEBS C-G=-748/205
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-0-9, Exterior(2)
7-0-9 to 11-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) G=109, B=127.
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
20-044024T
Truss
A1SGE
Truss Type
Jack-Closed Supported Gable
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-1983tV6h3ZQaS6YwZYAVH94xjEk?j5gcet_dknzSgW8
Scale = 1:32.5
T1
W1
B1
ST2
ST1
ST3
ST4
A
B
C
D
E
F
G H
N M L K J I
O
P
Q
3x4
2x4
3x4
-1-0-0
1-0-0
11-3-8
11-3-8
0-
4
-
3
5-
1
1
-
1
5
6-
5
-
1
1
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.09
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
G
G
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 58 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
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 11-3-8.
(lb) - Max Horz B=243(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) J, B, M, L, K except N=-118(LC 12)
Max Grav All reactions 250 lb or less at joint(s) J, M, K except B=253(LC 19), N=337(LC 1), L=297(LC
19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-N=-271/193, E-L=-264/146
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 8-3-8, Corner(3)
8-3-8 to 11-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J, B, M
, L, K except (jt=lb) N=118.
12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.
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
20-044024T
Truss
A2
Truss Type
Common
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-VLiR5r7JqsYR4F767FhkqMc4seziSPSmtXjAGEzSgW7
Scale = 1:62.6
T2
T3
B1
W8 W6
W5
W2 W1
W3
W7
W4
T1
B2
A
B
C
D
E
F
J I H G
K
L
M N
O P
Q R S
5x8
5x6
3x4
4x5
5x6 1.5x4
3x4
3x8
3x4
3x6
7-0-8
7-0-8
14-1-0
7-0-8
21-1-8
7-0-8
30-8-8
9-7-0
7-0-8
7-0-8
14-1-0
7-0-8
21-1-8
7-0-8
25-11-0
4-9-8
30-8-8
4-9-8
0-
4
-
3
10
-
1
0
-
1
5
6-
1
-
7
6.00 12
Plate Offsets (X,Y)-- [A:0-4-0,0-1-12], [B:0-4-0,0-3-4], [I:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.65
0.58
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.46
0.07
0.09
(loc)
G-H
G-H
G
A-J
l/defl
>999
>797
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 172 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W8,W5,W7: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing.
WEBS 1 Row at midpt C-H, E-G
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=1486/0-5-8 (min. 0-1-9), G=1486/Mechanical
Max Horz A=306(LC 9)
Max UpliftA=-304(LC 12), G=-258(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-K=-2741/519, B-K=-2619/534, B-C=-1960/446, C-L=-1193/360, L-M=-1046/364, D-M=-1044/375,
D-N=-1046/388, E-N=-1140/372
BOT CHORD A-J=-598/2322, I-J=-599/2319, I-Q=-354/1639, H-Q=-354/1639, H-R=-161/718, R-S=-161/718, G-S=-161/718
WEBS B-J=0/262, B-I=-766/276, C-I=-69/432, C-H=-1042/367, D-H=-142/505, E-H=-62/543, E-G=-1440/252
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-3-10, Interior(1) 3-3-10 to 18-0-10,
Exterior(2) 18-0-10 to 24-2-6, Interior(1) 24-2-6 to 27-5-14, Exterior(2) 27-5-14 to 30-6-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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 = 7.0psf.
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) except
(jt=lb) A=304, G=258.
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
20-044024T
Truss
A2S
Truss Type
Jack-Closed
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-_XGpIB7xbAgIhPiJhzCzMa9G22OOBu_v6BTkpgzSgW6
Scale = 1:30.3
T1 W1
B1
W3 W2
A
B
C D
G F
E
H
I
J
K
3x4
3x4
3x6
3x4
1.5x4
5-7-12
5-7-12
11-3-8
5-7-12
5-7-12
5-7-12
11-3-8
5-7-12
0-
4
-
3
5-
1
1
-
1
5
6.00 12
Plate Offsets (X,Y)-- [A:0-2-10,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.62
0.23
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.01
0.02
(loc)
A-G
A-G
F
A-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
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)A=528/0-5-8 (min. 0-1-8), F=556/Mechanical
Max Horz A=234(LC 9)
Max UpliftA=-89(LC 12), F=-109(LC 12)
Max Grav A=561(LC 18), F=694(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-H=-859/162, B-H=-668/174, C-F=-304/78
BOT CHORD A-G=-141/684, F-G=-141/684
WEBS B-F=-749/244
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-0-9, Exterior(2)
7-0-9 to 11-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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) A
except (jt=lb) F=109.
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
20-044024T
Truss
A3
Truss Type
Common
Qty
32
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-SkqBWX8ZMUo9JZHVFgjCvniRbSe5wJH2KrCHL6zSgW5
Scale = 1:62.4
T2
T3
B1
W8 W6
W5
W2 W1
W3
W7
W4
T1
B2
A
B
C
D
E
F
J I H G
K
L
M N
O P
Q R S
5x8
5x6
3x4
4x5
5x6 1.5x4
3x4
3x8
3x4
3x6
6-11-8
6-11-8
13-11-0
6-11-8
20-10-8
6-11-8
30-5-8
9-7-0
6-11-8
6-11-8
13-11-0
6-11-8
20-10-8
6-11-8
25-8-0
4-9-8
30-5-8
4-9-8
0-
5
-
1
1
10
-
1
0
-
1
5
6-
1
-
7
6.00 12
Plate Offsets (X,Y)-- [A:Edge,0-1-10], [B:0-4-0,0-3-4], [I:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.63
0.58
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.46
0.07
0.09
(loc)
G-H
G-H
G
A-J
l/defl
>999
>796
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W8,W5,W7: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing.
WEBS 1 Row at midpt C-H, E-G
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=1482/Mechanical, G=1482/Mechanical
Max Horz A=306(LC 9)
Max UpliftA=-302(LC 12), G=-257(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-K=-2704/511, B-K=-2580/526, B-C=-1938/443, C-L=-1187/359, L-M=-1042/363, D-M=-1040/374,
D-N=-1042/387, E-N=-1136/370
BOT CHORD A-J=-588/2282, I-J=-589/2279, I-Q=-348/1619, H-Q=-348/1619, H-R=-161/716, R-S=-161/716, G-S=-161/716
WEBS B-J=0/263, B-I=-748/273, C-I=-72/430, C-H=-1029/364, D-H=-142/504, E-H=-61/539, E-G=-1436/251
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-1-5, Interior(1) 3-1-5 to 17-9-15, Exterior(2)
17-9-15 to 23-11-1, Interior(1) 23-11-1 to 27-3-3, Exterior(2) 27-3-3 to 30-3-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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 = 7.0psf.
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) except
(jt=lb) A=302, G=257.
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
20-044024T
Truss
A3GE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-wwOZjs9C7nw0xjrhoOERS?Edos58fspCZVyqtZzSgW4
Scale: 3/16"=1'
T2
T3
W1
B1
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9
ST8
ST7
ST6
T1
B2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
AG AF AE AD AC AB AA Z Y X W V U T S R
AH AI
AJ AK
3x4
4x5
2x4
2x4
3x4
3x4
30-5-8
30-5-8
20-10-8
20-10-8
30-5-8
9-7-0
0-
5
-
1
1
10
-
1
0
-
1
5
6-
1
-
7
6.00 12
Plate Offsets (X,Y)-- [D:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.08
0.22
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
R
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 217 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST6,ST5,ST4,ST3,ST2,ST1: 2x4 DF Stud/Std
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 L-W, K-X, J-Y, M-V, N-U
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 30-5-8.
(lb) - Max Horz A=306(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) R, A, W, X, Y, AA, AB, AC, AD, AE, AF, V, U, T, S
except AG=-118(LC 12)
Max Grav All reactions 250 lb or less at joint(s) R, A, W, Y, AA, AB, AC, AD, AE, AF, S except
X=280(LC 18), AG=291(LC 18), V=327(LC 19), U=307(LC 19), T=305(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-276/124, I-J=-143/271, J-AH=-162/324, K-AH=-155/328, K-L=-177/399,
L-M=-177/399, M-AI=-155/328, N-AI=-161/324, N-O=-143/273
WEBS K-X=-252/143, M-V=-299/144, N-U=-279/106, O-T=-276/122
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 2-10-8, Exterior(2) 2-10-8 to 17-9-15, Corner(3)
17-9-15 to 23-11-1, Exterior(2) 23-11-1 to 27-3-3, Corner(3) 27-3-3 to 30-3-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) R, A,
W, X, Y, AA, AB, AC, AD, AE, AF, V, U, T, S except (jt=lb) AG=118.
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
20-044024T
Truss
A3S
Truss Type
Jack-Closed
Qty
20
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-sJWK8YBSfPAjA1?4woGvXQKzmflI7iLV0pRxyRzSgW2
Scale = 1:30.3
T1 W1
B1
W3 W2
A
B
C D
G F
E
H
I
J K
3x4
3x4
3x6
3x4
1.5x4
5-6-4
5-6-4
11-0-8
5-6-4
5-6-4
5-6-4
11-0-8
5-6-4
0-
5
-
1
1
5-
1
1
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.57
0.23
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.05
0.01
0.03
(loc)
A-G
A-G
F
A-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
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)A=524/Mechanical, F=552/Mechanical
Max Horz A=234(LC 9)
Max UpliftA=-89(LC 12), F=-110(LC 12)
Max Grav A=556(LC 18), F=688(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-H=-837/158, B-H=-642/170, C-F=-296/76
BOT CHORD A-G=-139/660, F-G=-139/660
WEBS B-F=-731/243
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 6-9-9, Exterior(2)
6-9-9 to 11-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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) A
except (jt=lb) F=110.
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
20-044024T
Truss
A3SGE
Truss Type
Half Hip Supported
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-KV4iLuB4QiIaoAaGUWo83ds7K37hsFNeFTAVUtzSgW1
Scale = 1:30.8
T1 W1
B1
ST3
ST2
ST1
ST4
ST5
A
B
C
D
E
F
G
M L K J I H
N
O
P
3x4
3x4
2x4
11-0-8
11-0-8
0-
5
-
1
1
5-
1
1
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.58
0.09
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
H
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 57 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
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 11-0-8.
(lb) - Max Horz A=234(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) H, K, L, M, J, I
Max Grav All reactions 250 lb or less at joint(s) A, H, K, L, M, I except J=274(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-258/53
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 7-10-12, Corner(3)
7-10-12 to 10-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, K, L
, M, J, I.
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
20-044024T
Truss
B1
Truss Type
Common
Qty
16
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-GuBSmaDKxKYI1Ukfbxqc82yPPtgPK6KxjnfbYmzSgW?
Scale = 1:56.0
T1 T1
B1
W1
W2
W3
W2
W3
B1
A
B
C
D
E
H G F
I
J
K L
M
N
5x6
5x6
5x6
5x8
3x4
1.5x4
3x4
1.5x4
8-0-0
8-0-0
15-2-12
7-2-12
22-5-8
7-2-12
30-5-8
8-0-0
8-0-0
8-0-0
15-2-12
7-2-12
22-5-8
7-2-12
30-5-8
8-0-0
0-
5
-
1
1
8-
1
-
1
0-
5
-
1
1
6.00 12
Plate Offsets (X,Y)-- [G:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.87
0.65
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.30
0.10
0.12
(loc)
A-H
A-H
E
A-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W3: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing.
WEBS 1 Row at midpt D-G, B-G
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=1486/Mechanical, E=1486/Mechanical
Max Horz A=137(LC 12)
Max UpliftA=-280(LC 12), E=-280(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-I=-2667/511, B-I=-2530/530, B-J=-1805/420, J-K=-1649/433, C-K=-1647/444, C-L=-1647/444,
L-M=-1649/433, D-M=-1805/420, D-N=-2530/530, E-N=-2667/511
BOT CHORD A-H=-461/2241, G-H=-461/2241, F-G=-376/2241, E-F=-376/2241
WEBS C-G=-179/957, D-G=-1027/334, D-F=0/285, B-G=-1027/333, B-H=0/285
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-1-5, Interior(1) 3-1-5 to 12-2-3, Exterior(2)
12-2-3 to 18-3-5, Interior(1) 18-3-5 to 27-4-3, Exterior(2) 27-4-3 to 30-4-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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) A=280, E=280.
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
20-044024T
Truss
B1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-l4lr_wEyidg9feJr9eLrhGUlJG8W3a64xRP95CzSgW_
Scale = 1:57.6
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
T1 T1
B2
A
B
C D
E
F
G
H
I
J
K
L
M
N O
P
Q
AE AD AC AB AA Z Y X W V U T S R
AF AG
3x4
4x5
3x4
3x4
3x4
3x4
30-5-8
30-5-8
15-2-12
15-2-12
30-5-8
15-2-12
0-
5
-
1
1
8-
1
-
1
0-
5
-
1
1
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.09
0.08
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
Q
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 164 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
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 30-5-8.
(lb) - Max Horz A=137(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) A, Z, AA, AB, AC, AD, W, V, U, T, S except AE=-123(LC
12), R=-121(LC 13)
Max Grav All reactions 250 lb or less at joint(s) A, Y, AB, AC, AD, U, T, S, Q except Z=304(LC 18),
AA=291(LC 18), AE=323(LC 1), W=304(LC 19), V=291(LC 19), R=323(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD H-I=-92/291, I-J=-92/291
WEBS H-Z=-276/151, G-AA=-263/107, B-AE=-253/215, J-W=-276/151, K-V=-263/107, P-R=-253/215
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 3-2-12, Exterior(2) 3-2-12 to 12-2-3, Corner(3)
12-2-3 to 18-3-5, Exterior(2) 18-3-5 to 27-2-12, Corner(3) 27-2-12 to 30-5-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, Z,
AA, AB, AC, AD, W, V, U, T, S except (jt=lb) AE=123, R=121.
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
20-044024T
Truss
B2
Truss Type
COMMON
Qty
6
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-hStbObFDEFwtuyTEG3NJmha?X4kSXOONPluG85zSgVy
Scale = 1:58.0
T2 T2
B1
W6
W3 W2
W1
W2 W4
W5T1 T3
B2A
B
C
D
E
F
G
H
K J I
L
M
N O
P
Q
R S
4x5
4x5 3x4
5x6
3x4
5x8
3x4
3x4
5x6
4x5
7-8-2
7-8-2
15-5-12
7-9-10
23-0-6
7-6-10
30-8-8
7-8-2
-1-0-0
1-0-0
5-1-15
5-1-15
10-3-13
5-1-15
15-5-12
5-1-15
20-7-11
5-1-15
25-9-9
5-1-15
30-8-8
4-10-15
0-
4
-
3
8-
1
-
1
8-
6
-
1
3
0-
5
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-1-0,Edge], [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [H:Edge,0-1-10], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.49
0.50
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.24
0.09
0.08
(loc)
J
J-K
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 144 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins.
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)B=1599/0-5-8 (min. 0-1-12), H=1486/0-2-8 (min. 0-1-10)
Max Horz B=403(LC 49)
Max UpliftB=-728(LC 40), H=-691(LC 43)
Max Grav B=1619(LC 27), H=1530(LC 26)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2932/1369, C-L=-2765/1237, C-M=-2487/1049, D-M=-2305/793, D-N=-1749/650, E-N=-1644/504,
E-O=-1644/499, F-O=-1749/645, F-P=-2271/778, G-P=-2451/1034, G-Q=-2659/1183, H-Q=-2858/1353
BOT CHORD B-R=-1054/2375, K-R=-622/2375, J-K=-436/1954, I-J=-298/1948, I-S=-428/2342, H-S=-1145/2342
WEBS C-K=-339/205, D-K=-92/400, D-J=-845/283, E-J=-222/1074, F-J=-862/285, F-I=-91/372, G-I=-323/211
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-13 to 2-0-1, Interior(1) 2-0-1 to 12-4-14, Exterior(2)
12-4-14 to 18-6-10, Interior(1) 18-6-10 to 27-6-6, Exterior(2) 27-6-6 to 30-7-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) H.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=728, H=691.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) This truss has been designed for a total drag load of 1600 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss
to resist drag loads along bottom chord from 29-8-8 to 30-8-8, 0-0-0 to 1-0-0 for 800.0 plf.
LOAD CASE(S) Standard
Job
20-044024T
Truss
B3
Truss Type
Common
Qty
12
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-9fRzcxGr?Y2kW51QqnuYJu63YU29Gw7XdPdpgXzSgVx
Scale = 1:58.4
T2 T2
B1
W1
W2
W3
W2
W3
T1 T1
B1A
B
C
D
E
F
G
J I H
K
L
M N
O
P
6x12
5x6
6x12
3x8
5x8 1.5x4 1.5x4
3x8
8-0-0
8-0-0
15-5-12
7-5-12
22-11-8
7-5-12
30-11-8
8-0-0
-1-0-0
1-0-0
8-0-0
8-0-0
15-5-12
7-5-12
22-11-8
7-5-12
30-11-8
8-0-0
31-11-8
1-0-0
0-
4
-
3
8-
1
-
1
8-
6
-
1
3
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-8-0,0-0-6], [C:0-6-0,Edge], [E:0-6-0,Edge], [F:0-8-0,0-0-6], [I:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.92
0.60
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.27
0.10
0.11
(loc)
B-J
B-J
F
B-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 141 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W3: 2x6 DF 1800F 1.6E or 2x6 DF SS
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing.
WEBS 1 Row at midpt E-I, C-I
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1603/0-5-8 (min. 0-1-11), F=1603/0-5-8 (min. 0-1-11)
Max Horz B=146(LC 12)
Max UpliftB=-316(LC 12), F=-316(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-2695/476, C-K=-2548/504, C-L=-1816/407, L-M=-1660/420, D-M=-1657/432, D-N=-1657/432,
N-O=-1660/420, E-O=-1816/407, E-P=-2548/504, F-P=-2695/476
BOT CHORD B-J=-453/2278, I-J=-455/2273, H-I=-326/2273, F-H=-324/2278
WEBS D-I=-159/954, E-I=-1051/335, E-H=0/284, C-I=-1051/334, C-J=0/284
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-13 to 2-0-6, Interior(1) 2-0-6 to 12-4-10, Exterior(2)
12-4-10 to 18-6-14, Interior(1) 18-6-14 to 28-11-2, Exterior(2) 28-11-2 to 32-0-5 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate
grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=316, F=316.
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
20-044024T
Truss
B3GE
Truss Type
Common Supported Gable
Qty
6
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-dr?LpHHTmsAb7FccOUQnr6fRouXo?O1gs2NMDzzSgVw
Scale = 1:58.9
T2 T2
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1T1 T1
B2AB
C
D E
F
G
H
I
J
K
L
M
N
O P
Q
R S
AG AF AE AD AC AB AA Z Y X W V U T
AH
AI AJ
AK
3x4
4x5
3x4
3x4
3x4
3x4
30-11-8
30-11-8
-1-0-0
1-0-0
15-5-12
15-5-12
30-11-8
15-5-12
31-11-8
1-0-0
0-
4
-
3
8-
1
-
1
8-
6
-
1
3
0-
4
-
3
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.12
0.06
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.01
(loc)
R
S
R
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 168 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
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 30-11-8.
(lb) - Max Horz B=146(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) B, AB, AC, AD, AE, AF, Y, X, W, V, U, R except AG=-112(LC
12), T=-111(LC 13)
Max Grav All reactions 250 lb or less at joint(s) AA, AD, AE, AF, W, V, U except B=254(LC 19), AB=310(LC
19), AC=297(LC 19), AG=319(LC 1), Y=310(LC 20), X=297(LC 20), T=319(LC 1), R=254(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD I-J=-90/299, J-K=-90/299
WEBS I-AB=-282/152, H-AC=-268/108, C-AG=-258/163, K-Y=-282/152, L-X=-268/108, Q-T=-258/163
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-13 to 2-0-6, Exterior(2) 2-0-6 to 12-4-10, Corner(3)
12-4-10 to 18-6-14, Exterior(2) 18-6-14 to 28-11-2, Corner(3) 28-11-2 to 32-0-5 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate
grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AB,
AC, AD, AE, AF, Y, X, W, V, U, R except (jt=lb) AG=112, T=111.
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
20-044024T
Truss
C1
Truss Type
Common
Qty
10
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-ZE66EzIjITRJNZm?VvSFxXkkTh4BTHjzKMsTHszSgVu
Scale = 1:45.0
T1 T1
B1
W1
W2W2
HW1 HW1B1A
B
C
D
E
F
G
H
I
J K
L
4x5
5x6
5x8
1.5x4 1.5x4
5x6
10-5-12
10-5-12
20-11-8
10-5-12
-1-0-0
1-0-0
5-2-14
5-2-14
10-5-12
5-2-14
15-8-10
5-2-14
20-11-8
5-2-14
21-11-8
1-0-0
0-
6
-
3
7-
6
-
0
8-
0
-
1
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-1-3,0-0-12], [B:0-5-13,0-1-9], [B:Edge,0-2-12], [F:Edge,0-2-12], [F:0-5-13,0-1-9], [F:0-1-3,0-0-12], [H:0-4-0,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.30
0.51
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.30
0.03
0.04
(loc)
F-H
F-H
F
B-H
l/defl
>999
>808
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 93 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-0 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)B=1115/0-5-8 (min. 0-1-8), F=1115/0-5-8 (min. 0-1-8)
Max Horz B=201(LC 9)
Max UpliftB=-214(LC 10), F=-214(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-1387/258, C-I=-1313/279, C-J=-1032/226, D-J=-894/240, D-K=-894/240, E-K=-1032/226, E-L=-1313/279,
F-L=-1387/258
BOT CHORD B-H=-247/1057, F-H=-130/1057
WEBS D-H=-106/586, E-H=-388/245, C-H=-388/244
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 7-5-12, Exterior(2)
7-5-12 to 13-5-12, Interior(1) 13-5-12 to 19-0-8, Exterior(2) 19-0-8 to 22-0-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) except
(jt=lb) B=214, F=214.
7) 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
20-044024T
Truss
C1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-1QgUSJJL3nZ9_jLB3czUTkHv55S?CgE6Y0b1qIzSgVt
Scale = 1:46.1
T1 T1
B1
W1
W2W2
HW1 HW1
ST5
ST6
ST3
ST4ST2
ST1
ST5
ST6
ST3
B1A
B
C
D
E
F
G
L K J I H
X
Y Z
AA
4x5
3x8
5x8
5x6
10-5-12
10-5-12
10-7-12
0-2-0
20-11-8
10-3-12
-1-0-0
1-0-0
5-2-14
5-2-14
10-5-12
5-2-14
15-8-10
5-2-14
20-11-8
5-2-14
21-11-8
1-0-0
0-
6
-
3
7-
6
-
0
8-
0
-
1
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-12,0-1-3], [B:0-1-9,0-5-13], [B:0-3-8,Edge], [F:Edge,0-2-12], [F:0-5-13,0-1-9], [F:0-1-3,0-0-12], [H:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.41
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.33
0.01
-0.03
(loc)
F-H
F-H
F
F-H
l/defl
>633
>368
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 122 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
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 10-7-12 except (jt=length) F=0-5-8.
(lb) - Max Horz B=-201(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) B, K, L except H=-233(LC 10), F=-124(LC 11), I=-166(LC
3)
Max Grav All reactions 250 lb or less at joint(s) J, K, L except B=419(LC 1), H=1225(LC 1), H=1225(LC
1), F=509(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-X=-394/84, D-Y=-34/261, D-Z=0/260, F-AA=-367/89
BOT CHORD B-L=-135/302, K-L=-135/302, J-K=-135/302, I-J=-135/302, H-I=-135/302
WEBS D-H=-568/115, E-H=-436/252, C-H=-425/265
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 7-5-12, Exterior(2)
7-5-12 to 13-5-12, Interior(1) 13-5-12 to 19-0-8, Exterior(2) 19-0-8 to 22-0-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 psf on
overhangs non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 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) B, K, L
except (jt=lb) H=233, F=124, I=166.
10) 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
20-044024T
Truss
C3GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-WcEsffK_q5h0ctwNdKUj0yp_4Vjax2EGngLaMlzSgVs
Scale = 1:41.5
T1 T1
B1
W1
W2 W3W2W3
B1
A
B
C
D
E
H G FIJKLMNOP Q R
4x12
5x8
4x12
12x12
4x8
4x12
4x8
4x12
5-2-14
5-2-14
10-5-12
5-2-14
15-8-10
5-2-14
20-11-8
5-2-14
5-2-14
5-2-14
10-5-12
5-2-14
15-8-10
5-2-14
20-11-8
5-2-14
0-
6
-
3
7-
6
-
0
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:0-1-4,0-1-10], [E:0-1-4,0-1-10]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.68
0.71
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.25
0.06
0.09
(loc)
F-G
F-G
E
G-H
l/defl
>999
>985
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 253 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=8787/0-5-8 (min. 0-4-11), E=7947/0-5-8 (min. 0-4-4)
Max Horz A=183(LC 20)
Max UpliftA=-1700(LC 8), E=-1538(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-11702/2254, B-C=-7957/1594, C-D=-7957/1594, D-E=-11650/2246
BOT CHORD A-I=-1890/9504, I-J=-1890/9504, J-K=-1890/9504, H-K=-1890/9504, H-L=-1890/9504, L-M=-1890/9504,
G-M=-1890/9504, G-N=-1763/9460, N-O=-1763/9460, O-P=-1763/9460, F-P=-1763/9460, F-Q=-1763/9460,
Q-R=-1763/9460, E-R=-1763/9460
WEBS C-G=-1624/8257, D-G=-3547/831, D-F=-706/3836, B-G=-3601/839, B-H=-715/3892
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: 2x8 - 2 rows staggered at 0-6-0 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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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) except
(jt=lb) A=1700, E=1538.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1474 lb down and 291
lb up at 0-10-12, 1472 lb down and 293 lb up at 2-10-12, 1472 lb down and 294 lb up at 4-10-12, 1472 lb down and 294
lb up at 6-10-12, 1472 lb down and 294 lb up at 8-10-12, 1472 lb down and 294 lb up at 10-10-12, 1472 lb down and 294
lb up at 12-10-12, 1472 lb down and 294 lb up at 14-10-12, and 1472 lb down and 294 lb up at 16-10-12, and 1472 lb
down and 294 lb up at 18-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
LOAD CASE(S) Standard
Continued on page 2
Job
20-044024T
Truss
C3GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:24 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-_poEs?LcbOptE0VaB1?yY9M9qv3pgVTP0K47uBzSgVr
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-E=-84, A-E=-14
Concentrated Loads (lb)
Vert: I=-1474 J=-1472 K=-1472(B) L=-1472(B) M=-1472(B) N=-1472(B) O=-1472(B) P=-1472(B) Q=-1472(B) R=-1472(B)
Job
20-044024T
Truss
D1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-_poEs?LcbOptE0VaB1?yY9MIUvDrgiFP0K47uBzSgVr
Scale = 1:25.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
N M L K J
4x5
3x4
3x8
3x4
3x8
10-9-4
10-9-4
-1-0-0
1-0-0
5-4-10
5-4-10
10-9-4
5-4-10
11-9-4
1-0-0
0-
6
-
3
4-
1
-
4
4-
7
-
5
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-4], [B:0-1-15,Edge], [H:0-0-0,0-0-4], [H:0-1-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.12
0.07
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
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 10-9-4.
(lb) - Max Horz B=113(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 lb or less at joint(s) L, M, N, K, J except B=260(LC 16), H=260(LC 16)
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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 2-4-10, Corner(3)
2-4-10 to 8-4-10, Exterior(2) 8-4-10 to 8-10-4, Corner(3) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H,
M, N, K, J.
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
20-044024T
Truss
E1GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-wBw?HgMs603bTKfyIS2QeaRZmilB8R4iTeZEz3zSgVp
Scale = 1:33.3
T1 T1
B1
W1
W2 W3W2W3
B2
HW1 HW1
A
B
C
D
E
H G FIJKL M
5x8
5x6
5x8 12x12
3x8
7x10
3x8
4x12
4-1-12
4-1-12
8-3-8
4-1-12
12-5-4
4-1-12
16-7-0
4-1-12
4-1-12
4-1-12
8-3-8
4-1-12
12-5-4
4-1-12
16-7-0
4-1-12
0-
6
-
3
6-
0
-
8
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:Edge,0-1-13], [E:Edge,0-1-13], [F:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.72
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.17
0.05
0.06
(loc)
F-G
F-G
E
F-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 181 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=6061/0-5-8 (min. 0-3-4), E=7303/0-5-8 (min. 0-3-14)
Max Horz A=147(LC 22)
Max UpliftA=-1172(LC 8), E=-1411(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-8878/1710, B-C=-6095/1224, C-D=-6094/1224, D-E=-8875/1710
BOT CHORD A-I=-1418/7115, H-I=-1418/7115, H-J=-1418/7115, G-J=-1418/7115, G-K=-1323/7106, K-L=-1323/7106,
F-L=-1323/7106, F-M=-1323/7106, E-M=-1323/7106
WEBS C-G=-1241/6296, D-G=-2570/613, D-F=-550/2990, B-G=-2581/614, B-H=-549/2987
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 0-6-0 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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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) except
(jt=lb) A=1172, E=1411.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1472 lb down and 294
lb up at 2-0-12, 1472 lb down and 294 lb up at 4-0-12, 1472 lb down and 294 lb up at 6-0-12, 1472 lb down and 294 lb
up at 8-0-12, 1472 lb down and 294 lb up at 10-0-12, 1472 lb down and 294 lb up at 12-0-12, and 1472 lb down and 294
lb up at 14-0-12, and 1477 lb down and 289 lb up at 16-4-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
20-044024T
Truss
E1GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:26 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-wBw?HgMs603bTKfyIS2QeaRZmilB8R4iTeZEz3zSgVp
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-E=-84, A-E=-14
Concentrated Loads (lb)
Vert: E=-1477(F) G=-1472(F) H=-1472(F) I=-1472(F) J=-1472(F) K=-1472(F) L=-1472(F) M=-1472(F)
Job
20-044024T
Truss
E1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-OOUNV0NUtJBS5UD9sAZfAn_pj6FTt1KriIJnVWzSgVo
Scale = 1:37.0
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
HW1 HW1
B2A
B
C
D
E
F
G
H
I
J
K
S R Q P O N M L
4x5
3x4
3x8 3x4
3x4
3x8
16-7-0
16-7-0
-1-0-0
1-0-0
8-3-8
8-3-8
16-7-0
8-3-8
17-7-0
1-0-0
0-
6
-
3
6-
0
-
8
6-
6
-
9
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-4], [B:0-1-15,Edge], [J:Edge,0-0-4], [J:0-1-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.12
0.07
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 85 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
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 16-7-0.
(lb) - Max Horz B=163(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) B, Q, R, O, N, L, J except S=-102(LC 10)
Max Grav All reactions 250 lb or less at joint(s) B, P, Q, R, S, O, N, L, J
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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 5-3-8, Corner(3)
5-3-8 to 11-3-8, Exterior(2) 11-3-8 to 14-8-0, Corner(3) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Q,
R, O, N, L, J except (jt=lb) S=102.
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
20-044024T
Truss
F1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-sa1liMO6edJJjeoLQt4uj?X_UWakcUm?xy2L1yzSgVn
Scale = 1:35.0
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B2
A
B
C
D
E
F
G
H
I
J
K
S R Q P O N M L
4x5
3x4
3x4
3x4
16-7-0
16-7-0
-1-0-0
1-0-0
8-3-8
8-3-8
16-7-0
8-3-8
17-7-0
1-0-0
0-
5
-
1
1
5-
7
-
1
4
6-
1
-
1
3
0-
5
-
1
1
7.50 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [J:Edge,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.12
0.07
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
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 16-7-0.
(lb) - Max Horz B=-153(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) B, Q, R, S, N, M, L, J
Max Grav All reactions 250 lb or less at joint(s) B, O, Q, R, S, N, M, L, J
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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-15 to 1-11-1, Exterior(2) 1-11-1 to 5-3-8, Corner(3)
5-3-8 to 11-3-8, Exterior(2) 11-3-8 to 14-7-15, Corner(3) 14-7-15 to 17-7-15 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.5 psf or 2.00 times flat roof load of 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Q,
R, S, N, M, L, J.
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
20-044024T
Truss
G1GD
Truss Type
Common Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-Kmb7wiOkPxRAKoNXzab7FC338wm8Lmp89couZOzSgVm
Scale = 1:52.8
T2
W1
B1
W7 W6
W5 W4
W3
W2
T1
B2
A
B
C
D
E
I H G FJKLMNOPQ
5x6
3x4
10x12 MT20HS4x8 8x12 4x12 7x10
5x8
7x10
4-1-12
4-1-12
8-3-8
4-1-12
12-5-4
4-1-12
16-7-0
4-1-12
4-1-12
4-1-12
8-3-8
4-1-12
12-5-4
4-1-12
16-7-0
4-1-12
0-
5
-
1
1
10
-
1
0
-
1
7.50 12
Plate Offsets (X,Y)-- [A:0-1-4,0-1-13], [B:0-2-12,0-3-0], [G:0-6-0,0-4-8], [H:0-5-0,0-4-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.45
0.76
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.18
0.04
0.07
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 243 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W7,W6,W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt E-F, D-F
REACTIONS.(lb/size)F=6925/0-5-8 (min. 0-3-11), A=6411/0-5-8 (min. 0-3-7)
Max Horz A=412(LC 7)
Max UpliftF=-1560(LC 8), A=-1315(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-9569/1947, B-C=-6463/1327, C-D=-3336/715
BOT CHORD A-J=-1769/7878, J-K=-1769/7878, I-K=-1769/7878, I-L=-1753/7797, L-M=-1753/7797, H-M=-1753/7797,
H-N=-1203/5403, N-O=-1203/5403, G-O=-1203/5403, G-P=-654/2759, P-Q=-654/2759, F-Q=-654/2759
WEBS B-I=-638/3171, B-H=-2874/698, C-H=-981/4678, C-G=-4268/1007, D-G=-1495/6714, D-F=-6043/1431
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 0-6-0 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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) F=1560, A=1315.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1468 lb down and
316 lb up at 1-8-4, 1468 lb down and 316 lb up at 3-8-4, 1468 lb down and 316 lb up at 5-8-4, 1468 lb down and 316 lb
up at 7-8-4, 1468 lb down and 316 lb up at 9-8-4, 1468 lb down and 316 lb up at 11-8-4, and 1468 lb down and 316 lb
up at 13-8-4, and 1470 lb down and 315 lb up at 15-8-4 on bottom 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: A-E=-84, A-F=-14
Continued on page 2
Job
20-044024T
Truss
G1GD
Truss Type
Common Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:30 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-oz9V72PNAEZ1yxykXI6MoQcEuJ6N4D2IOGXS6rzSgVl
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: J=-1468(B) K=-1468(B) L=-1468(B) M=-1468(B) N=-1468(B) O=-1468(B) P=-1468(B) Q=-1470(B)
Job
20-044024T
Truss
G1SGE
Truss Type
Roof Special Supported Gable
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-oz9V72PNAEZ1yxykXI6MoQcCAJDn4NFIOGXS6rzSgVl
Scale = 1:53.8
T2
W1
B1
ST4
ST3
ST2
ST1
ST5
ST6
ST7
T1
B2A
B
C
D
E
F
G
H
I
J
K
T S R Q P O N M L
3x4
5x6
4x5 3x4
3x4
16-7-0
16-7-0
-1-0-0
1-0-0
16-7-0
16-7-0
0-
5
-
1
1
10
-
1
0
-
1
11
-
4
-
0
7.50 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [K:0-3-3,Edge], [L:Edge,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.62
0.29
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.00
(loc)
A
A
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST6,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
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 K-L, J-M
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 16-7-0.
(lb) - Max Horz B=424(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) L, B, Q, R, S, P, O, M except T=-107(LC 10)
Max Grav All reactions 250 lb or less at joint(s) L, Q, R, S, T, P, O, M except B=275(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-381/243, C-D=-330/195, D-E=-326/209, E-F=-297/188, F-G=-262/166
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-15 to 1-11-1, Exterior(2) 1-11-1 to 13-5-4,
Corner(3) 13-5-4 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 16.5 psf or 2.00 times flat roof load of 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) L, B, Q
, R, S, P, O, M except (jt=lb) T=107.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.
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
20-044024T
Truss
H1GD
Truss Type
Roof Special Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-lLHGYkRdisplBF66fj9qtrhYT7pZY5Nara0YAjzSgVj
Scale = 1:38.8
W2
T1
W2
B1
W1 W3 W4 W3 W4 W3 W1
T2
B2
A B C D E
J I H G F
K L M N O P Q R S
4x12
12x12 12x12
4x12
7x10
10x16 4x12 12x16 MT18HS
5x8 2x4
5-2-0
5-2-0
10-5-12
5-3-12
15-9-8
5-3-12
20-11-8
5-2-0
5-2-0
5-2-0
10-5-12
5-3-12
15-9-8
5-3-12
20-11-8
5-2-0
5-
1
1
-
1
5
Plate Offsets (X,Y)-- [A:Edge,0-5-8], [B:0-5-0,0-4-8], [E:0-3-8,Edge], [G:0-4-12,0-7-8], [H:0-7-12,0-2-0], [I:0-8-0,0-4-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.57
0.65
0.93
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.26
0.03
0.09
(loc)
G-H
G-H
F
H
l/defl
>999
>946
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 378 lb FT = 20%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A-E, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt A-J, E-F
REACTIONS.(lb/size)J=11215/0-5-8 (min. 0-2-8), F=12326/0-5-8 (min. 0-2-12)
Max Horz J=-205(LC 4)
Max UpliftJ=-2088(LC 4), F=-2296(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-J=-9747/1840, A-B=-8935/1671, B-C=-8935/1671, C-D=-8972/1684, D-E=-8972/1684, E-F=-9780/1854
BOT CHORD I-M=-2298/11965, M-N=-2298/11965, N-O=-2298/11965, H-O=-2298/11965, H-P=-2298/11965, P-Q=-2298/11965,
G-Q=-2298/11965
WEBS A-I=-2419/13016, B-I=-399/207, C-I=-4312/842, C-H=-955/5626, C-G=-4261/821, D-G=-397/208,
E-G=-2438/13064
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x10 - 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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
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) J, F 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) except
(jt=lb) J=2088, F=2296.
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.
Continued on page 2
Job
20-044024T
Truss
H1GD
Truss Type
Roof Special Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:33 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-DXrel4SFT9xcpPhICQg3Q2EjDX9oHYdk4Em6i9zSgVi
NOTES-
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 694 lb down and 123 lb up at 2-0-12, 1470 lb down and 271
lb up at 2-0-12, 1472 lb down and 272 lb up at 4-0-12, 694 lb down and 123 lb up at 4-0-12, 1468 lb down and 271 lb up at 6-0-12, 694 lb down and 123 lb up
at 6-0-12, 1468 lb down and 271 lb up at 8-0-12, 694 lb down and 123 lb up at 8-0-12, 1468 lb down and 271 lb up at 10-0-12, 680 lb down and 123 lb up at
10-0-12, 674 lb down and 124 lb up at 12-0-12, 1468 lb down and 271 lb up at 12-0-12, 674 lb down and 124 lb up at 14-0-12, 1468 lb down and 271 lb up at
14-0-12, 674 lb down and 124 lb up at 16-0-12, 1468 lb down and 271 lb up at 16-0-12, 674 lb down and 124 lb up at 18-0-12, 1468 lb down and 271 lb up at
18-0-12, and 676 lb down and 123 lb up at 20-0-12, and 1470 lb down and 270 lb up at 20-0-12 on bottom 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: A-E=-84, F-J=-14
Concentrated Loads (lb)
Vert: G=-2142(F=-674, B=-1468) K=-2164(F=-694, B=-1470) L=-2166(F=-694, B=-1472) M=-2162(F=-694, B=-1468) N=-2162(F=-694, B=-1468)
O=-2148(F=-680, B=-1468) P=-2142(F=-674, B=-1468) Q=-2142(F=-674, B=-1468) R=-2142(F=-674, B=-1468) S=-2146(F=-676, B=-1470)
Job
20-044024T
Truss
J1
Truss Type
Half Hip
Qty
32
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-hkP0zQStET3TRZGVm8BIyGnxJxbb0DNtJuVfFczSgVh
Scale: 3/4"=1'
T1
W1
B1
A
B
C
D
F
E
G
1.5x4
1.5x4
2x4
0-3-4
0-3-4
5-0-0
4-8-12
-1-0-0
1-0-0
5-0-0
5-0-0
0-
4
-
3
2-
1
0
-
3
3-
3
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.36
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 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)F=238/Mechanical, B=339/0-3-8 (min. 0-1-8)
Max Horz B=112(LC 9)
Max UpliftF=-71(LC 12), B=-76(LC 12)
Max Grav F=284(LC 19), B=354(LC 19)
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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
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
20-044024T
Truss
J1GE
Truss Type
GABLE
Qty
6
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-9wyOAlTV?nBJ2jrhKriXVTJ63Kxqlgd1YYFDn2zSgVg
Scale: 3/4"=1'
T1
W1
B1
ST1
A
B
C
D
F
E
I
1.5x4
1.5x4
2x4
1.5x4
1.5x4
0-3-5
0-3-5
5-0-0
4-8-12
-1-0-0
1-0-0
5-0-0
5-0-0
0-
4
-
3
2-
1
0
-
3
3-
3
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.36
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 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)F=239/Mechanical, B=339/0-3-7 (min. 0-1-8)
Max Horz B=112(LC 9)
Max UpliftF=-71(LC 12), B=-76(LC 12)
Max Grav F=285(LC 19), B=353(LC 19)
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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) Gable studs spaced at 2-0-0 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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
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
20-044024T
Truss
J2
Truss Type
Half Hip
Qty
16
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-d6WnO5U7m4KAgsPtuYDm2hsIEkHVU7tAmC_mJUzSgVf
Scale = 1:14.5
T1
W1
B1
A
B
C
D
F
E
G
1.5x4
1.5x4
2x4
0-3-4
0-3-4
4-6-0
4-2-12
-1-0-0
1-0-0
4-6-0
4-6-0
0-
4
-
3
2-
7
-
3
3-
0
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.27
0.21
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-0 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)F=212/Mechanical, B=316/0-3-8 (min. 0-1-8)
Max Horz B=102(LC 9)
Max UpliftF=-63(LC 12), B=-72(LC 12)
Max Grav F=251(LC 19), B=328(LC 19)
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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
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
20-044024T
Truss
J2GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-5J49bRVmXOS1I0_4RGk?auPT_8dkDa6K?skJrxzSgVe
Scale = 1:14.5
T1
W1
B1
ST1
A
B
C
D
F
E
I
1.5x4
1.5x4
2x4
1.5x4
1.5x4
0-3-4
0-3-4
4-6-0
4-2-12
-1-0-0
1-0-0
4-6-0
4-6-0
0-
4
-
3
2-
7
-
3
3-
0
-
1
5
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.27
0.21
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-0 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)F=212/Mechanical, B=316/0-3-8 (min. 0-1-8)
Max Horz B=102(LC 9)
Max UpliftF=-63(LC 12), B=-72(LC 12)
Max Grav F=251(LC 19), B=328(LC 19)
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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) Gable studs spaced at 2-0-0 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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
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
20-044024T
Truss
K1
Truss Type
Monopitch
Qty
12
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-5J49bRVmXOS1I0_4RGk?auPOL8gnDa6K?skJrxzSgVe
Scale: 3/4"=1'
T1
W1
B1
A
B
C
D
F
E
1.5x4
2x4
3x4
2-7-12
2-7-12
-1-0-0
1-0-0
2-7-12
2-7-12
4-9-0
2-1-4
0-
6
-
6
2-
1
0
-
1
4
3-
2
-
7
1-
1
0
-
4
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.63
0.01
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B
B
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-12 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)F=391/Mechanical, B=132/0-3-8 (min. 0-1-8)
Max Horz B=109(LC 9)
Max UpliftF=-168(LC 9), B=-22(LC 8)
Max Grav F=545(LC 18), B=132(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-F=-526/348
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B
except (jt=lb) F=168.
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
20-044024T
Truss
K2
Truss Type
Monopitch
Qty
10
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-ZVeXpnVOIiauvAZG?zFE76xgXY00y1MTEWTtONzSgVd
Scale = 1:11.2
T1
W1
B1
A
B
C
D
F
E
G
1.5x4
2x4 3x4
2-7-12
2-7-12
-1-0-0
1-0-0
2-7-12
2-7-12
0-
6
-
6
1-
1
0
-
4
2-
1
-
1
3
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.15
0.01
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B
B
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-12 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)F=110/Mechanical, B=237/0-3-8 (min. 0-1-8)
Max Horz B=65(LC 9)
Max UpliftF=-33(LC 12), B=-57(LC 12)
Max Grav F=124(LC 19), B=268(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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
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
20-044024T
Truss
K3
Truss Type
Monopitch
Qty
22
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-2hCv07W03?ilXK8SZhnTfJUqeyMVhUccSADQwpzSgVc
Scale = 1:8.8
T1
B1
A
B
C
E
D3x4
1-7-12
1-7-12
-1-0-0
1-0-0
1-7-12
1-7-12
0-
6
-
6
1-
4
-
4
1-
7
-
1
3
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.25
0.06
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
B
B
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-7-12 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)B=202/0-3-8 (min. 0-1-8), D=48/Mechanical
Max Horz B=52(LC 9)
Max UpliftB=-52(LC 9), D=-16(LC 9)
Max Grav B=361(LC 18), D=79(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=4.2psf; h=25ft; Cat. II; Exp C;
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=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
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
20-044024T
Truss
L1
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-WumHDTXepJqc9Ujf7OIiCX0ynLfgQk_mhqyzSGzSgVb
Scale = 1:40.7
T1 T1
B1
W1
W2
W1
W2
W4
W3
W4
W3
B2
A
B
C
D
E
F
G
K
J I
H
L
M
N O
P
Q
5x6
5x6
3x6
3x4
3x6
3x4
3x6
3x6
3x4
6-11-13
6-11-13
13-11-11
6-11-13
20-11-8
6-11-13
-1-0-0
1-0-0
5-2-14
5-2-14
10-5-12
5-2-14
15-8-10
5-2-14
20-11-8
5-2-14
21-11-8
1-0-0
1-
6
-
8
5-
0
-
7
1-
6
-
8
4.00 12
Plate Offsets (X,Y)-- [I:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.42
0.25
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.11
0.04
0.03
(loc)
I-J
I-J
H
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 103 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-12 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)K=1113/0-3-8 (min. 0-1-8), H=1113/0-3-8 (min. 0-1-8)
Max Horz K=-24(LC 17)
Max UpliftK=-265(LC 8), H=-265(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-N=-1411/349, D-N=-1335/356, D-O=-1335/356, E-O=-1411/349, B-K=-338/178, F-H=-338/178
BOT CHORD J-K=-269/1343, I-J=-150/1108, H-I=-261/1343
WEBS D-I=-82/391, E-I=-256/151, D-J=-82/391, C-J=-256/151, C-K=-1454/279, E-H=-1454/279
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-5-12, Exterior(2)
7-5-12 to 13-5-12, Interior(1) 13-5-12 to 19-0-1, Exterior(2) 19-0-1 to 22-0-1 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) K=265, H=265.
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
20-044024T
Truss
L1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-_4KgRpYGadyTmeIrg6pxlkZBrl1b8NqvwUiX?izSgVa
Scale = 1:40.7
W1
T1 T1
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B2
A
B C
D
E
F
G
H
I
J
K
L
M N
O
AA Z Y X W V U T S R Q P
AB
AC AD
AE
3x4
4x5
3x4 3x4
20-11-8
20-11-8
-1-0-0
1-0-0
10-5-12
10-5-12
20-11-8
10-5-12
21-11-8
1-0-0
1-
6
-
8
5-
0
-
7
1-
6
-
8
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.15
0.02
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.00
(loc)
N
N
P
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 104 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
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 20-11-8.
(lb) - Max Horz AA=-24(LC 17)
Max Uplift All uplift 100 lb or less at joint(s) AA, P, W, X, Y, Z, U, T, R, Q
Max Grav All reactions 250 lb or less at joint(s) AA, P, V, Y, Z, R, Q except W=275(LC 19), X=258(LC
19), U=275(LC 20), T=258(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AA=-317/185, N-P=-317/185
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-9 to 1-11-7, Exterior(2) 1-11-7 to 7-5-12, Corner(3)
7-5-12 to 13-5-12, Exterior(2) 13-5-12 to 19-0-1, Corner(3) 19-0-1 to 22-0-1 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 psf on
overhangs non-concurrent with other live loads.
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 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AA, P,
W, X, Y, Z, U, T, R, Q.
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
20-044024T
Truss
L1S
Truss Type
Roof Special
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-wTRQsUZX6ECB0xSDoXrPq9eSJZhYcACCNnBe3azSgVY
Scale = 1:21.9
T1 W1
B1
W3 W2
A
B
C
D
F
E
G
H
J
I
3x4
3x4 3x4
3x4
1.5x4
4-11-15
4-11-15
10-1-12
5-1-13
-1-0-0
1-0-0
4-11-15
4-11-15
10-1-12
5-1-13
0-
5
-
2
3-
9
-
1
1
4-
0
-
4
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.47
0.18
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.02
(loc)
F
B-F
E
B-F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
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)E=472/0-5-8 (min. 0-1-8), B=593/0-5-8 (min. 0-1-8)
Max Horz B=159(LC 9)
Max UpliftE=-125(LC 8), B=-168(LC 8)
Max Grav E=592(LC 19), B=642(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-1022/185, G-H=-900/192, C-H=-893/194
BOT CHORD B-F=-182/901, E-F=-182/901
WEBS C-E=-924/228
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-9-1, Exterior(2)
5-9-1 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) E=125, B=168.
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
20-044024T
Truss
M1GD
Truss Type
Common Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-Of?o3qa9tYK2d51QMEMeMNBfmz_XLedMcRwBb1zSgVX
Scale = 1:39.7
T1 W1
B1
W3 W2
A
B
C
E D
F
G H I J K
3x4
1.5x4
4x5
3x6
3x8
5-4-8
5-4-8
10-9-0
5-4-8
5-4-8
5-4-8
10-9-0
5-4-8
0-
6
-
3
7-
8
-
3
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.36
0.32
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.01
0.02
(loc)
D-E
D-E
D
A-E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 125 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
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)A=1750/0-5-8 (min. 0-1-8), D=1980/0-5-8 (min. 0-1-8)
Max Horz A=286(LC 20)
Max UpliftA=-293(LC 8), D=-395(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-2099/327
BOT CHORD A-G=-359/1642, G-H=-359/1642, E-H=-359/1642, E-I=-359/1642, I-J=-359/1642, J-K=-359/1642,
D-K=-359/1642
WEBS B-E=-289/1803, B-D=-1990/466
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: 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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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) except
(jt=lb) A=293, D=395.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 542 lb down and 103
lb up at 1-10-4, 542 lb down and 103 lb up at 3-10-4, 542 lb down and 103 lb up at 5-10-4, and 542 lb down and 103 lb
up at 7-10-4, and 544 lb down and 101 lb up at 9-10-4 on bottom 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: A-C=-84, A-D=-14
Concentrated Loads (lb)
Vert: G=-542(F) H=-542(F) I=-542(F) J=-542(F) K=-544(F)
Job
20-044024T
Truss
M1SGE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-srZAHAbnerSvFFccvxttvakqxMNQ4AEVr5gk8TzSgVW
Scale = 1:41.5
W1 T1
B1
ST1
ST2
ST3
ST4
HW2
A
B
C
D
E
F
G
L K J I H
3x4
3x4
3x4
3x8
10-9-0
10-9-0
11-9-0
1-0-0
7-
8
-
3
8-
2
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:0-0-13,0-1-8], [F:0-0-0,0-0-4], [F:0-1-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.33
0.15
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
F
G
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 65 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
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 10-9-0.
(lb) - Max Horz L=-298(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) L, F, K, J, I except H=-124(LC 11)
Max Grav All reactions 250 lb or less at joint(s) L, F, K, J, I except H=255(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD E-F=-260/171
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 8-10-0, Corner(3)
8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) L, F, K
, J, I except (jt=lb) H=124.
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
20-044024T
Truss
N1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-K27ZUWcPP9amtPAoTfP6RoG3wmk?pehe4lPIgvzSgVV
Scale = 1:25.7
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
N M L K J
4x5
3x4
3x8
3x4
3x8
10-9-0
10-9-0
-1-0-0
1-0-0
5-4-8
5-4-8
10-9-0
5-4-8
11-9-0
1-0-0
0-
6
-
3
4-
1
-
3
4-
7
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [B:0-1-15,Edge], [H:Edge,0-0-4], [H:0-1-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.12
0.07
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
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 10-9-0.
(lb) - Max Horz B=-112(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 lb or less at joint(s) L, M, N, K, J except B=261(LC 16), H=261(LC 16)
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=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 2-4-8, Corner(3)
2-4-8 to 8-4-8, Exterior(2) 8-4-8 to 8-10-0, Corner(3) 8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 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) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H,
M, N, K, J.
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
20-044024T
Truss
P1
Truss Type
Monopitch
Qty
12
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Apr 8 19:08:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Wz?Dx5?FRLaB0m5aW_RVRpzShai-pEhxhsc1ATicUZl?1MwM_?p6eA18Y5boIP9rCMzSgVU
Scale = 1:14.5
T1
W1
B1A
B
C D
F
E
G
H
1.5x4
1.5x4
2x4
5-11-9
5-11-9
-1-0-0
1-0-0
5-11-9
5-11-9
0-
3
-
1
5
2-
3
-
1
3
2-
7
-
9
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
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
0.57
0.20
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.08
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>793
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-9 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)F=288/Mechanical, B=382/0-3-8 (min. 0-1-8)
Max Horz B=95(LC 9)
Max UpliftF=-76(LC 12), B=-120(LC 8)
Max Grav F=344(LC 19), B=406(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-F=-301/128
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 2-11-9, Exterior(2)
2-11-9 to 5-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
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 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F
except (jt=lb) B=120.
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