HomeMy WebLinkAboutTRUSS SPECS 2 - 19-00749 - 722 S 2470 W - Summerfield ClubhouseJob
20-010381T
Truss
A1
Truss Type
Roof Special
Qty
17
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-7UFxNOR_Rx6_f1DEn6Lm7WDZ_6o4qykaif?hVazv8Qv
Scale = 1:114.1
T2
T3
T2
B3 B3
W7
W6 W5
W4
W3 W2 W1 W1 W2 W3
W4
W5 W6
W7HW1
HW1
T4
T1
B1
B2
B1
B2
A B
C
D
E
F G H I
J
K
L
MN
U
T
S R Q
P
OVW
X Y
Z AA
6x8 7x10 6x8
7x10
8x12
7x10
7x10
7x10
4x5
5x6
4x5
5x6
4x5
7x10
7x10
8x12
5x6
5x6
8x12
5x6
5x6
8-8-3
8-8-3
17-4-5
8-8-3
24-9-7
7-5-2
28-6-0
3-8-9
32-2-9
3-8-9
39-7-11
7-5-2
48-3-13
8-8-3
56-6-8
8-2-11
57-0-0
0-5-8
-2-0-0
2-0-0
5-9-7
5-9-7
11-6-14
5-9-7
17-4-5
5-9-7
24-9-7
7-5-2
32-2-9
7-5-2
39-7-11
7-5-2
45-5-2
5-9-7
51-2-9
5-9-7
56-6-8
5-3-15
57-0-0
0-5-8
59-0-0
2-0-0
1-
0
-
0
12
-
6
-
1
4
13
-
3
-
1
3
1-
0
-
0
4-
8
-
1
8.00 12
2.00 12
Plate Offsets (X,Y)-- [B:0-0-7,Edge], [D:0-5-0,0-4-8], [F:0-6-0,0-3-8], [G:0-5-0,0-4-8], [I:0-6-0,0-3-8], [K:0-5-0,0-4-8], [M:0-0-7,Edge], [O:0-5-0,0-4-8], [P:0-5-0,0-4-8],
[R:0-5-9,0-4-0], [T:0-5-0,0-4-8], [U:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.51
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.48
-0.70
0.46
0.21
(loc)
R
R
M
R
l/defl
>999
>971
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 429 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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: 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins,
except
2-0-0 oc purlins (3-5-15 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing.
WEBS 1 Row at midpt G-S, H-Q
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=3080/0-5-8 (min. 0-3-4), M=3080/0-5-8 (min. 0-3-4)
Max Horz B=-338(LC 6)
Max UpliftB=-473(LC 8), M=-473(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5417/782, C-D=-5262/795, D-E=-5107/783, E-F=-4687/686, F-G=-5052/780,
G-H=-5477/794, H-I=-5056/689, I-J=-4687/585, J-K=-5107/706, K-L=-5262/720,
L-M=-5417/695
BOT CHORD B-U=-768/4215, U-V=-736/4241, V-W=-729/4244, T-W=-729/4259, T-X=-644/3818,
S-X=-638/3836, R-S=-826/5147, Q-R=-728/5123, Q-Y=-386/3835, P-Y=-392/3818,
P-Z=-304/4259, Z-AA=-304/4244, O-AA=-310/4241, M-O=-445/4215
WEBS E-T=-633/331, F-T=-195/795, F-S=-394/1878, G-S=-1484/384, G-R=-139/923,
H-R=-235/944, H-Q=-1485/463, I-Q=-492/1885, I-P=-198/798, J-P=-637/334
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Bearing at joint(s) B, M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint B and 473
lb uplift at joint M.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
A1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-QqAasoWNo5__?6Fah5zPw?0kUxBwz5kcJFBZFgzv8Qo
Scale = 1:114.1
T2
T3
T2
B3 B3
W7
W6 W5
W4 W3 W2 W1 W1 W2
W3
W4
W5 W6
W7HW1
HW1
T4
T1
B1
B2
B1
B2
ST22
ST20
ST21
ST18
ST19
ST16
ST17
ST14
ST15ST12ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST5
ST3
ST4
ST2
ST1
ST20
ST21
ST18
ST19
ST16
ST17
ST14
ST15ST12ST13
ST10ST11 ST8
ST9
ST6
ST7
ST5
ST3
ST4
ST2
ST1
A B
C
D
E
F G H I
J
K
L
MN
U
T
S R Q
P
O
CK
CL CM
CN
6x8 7x10 6x8
7x10
8x12
3x8 7x10
7x10
7x10
4x5
5x6
4x5
5x6
4x5
7x10
7x10
8x12
5x6 5x6
8x12
5x6
5x6
8-8-3
8-8-3
17-4-5
8-8-3
24-9-7
7-5-2
28-6-0
3-8-9
32-2-9
3-8-9
39-7-11
7-5-2
48-3-13
8-8-3
56-6-8
8-2-11
57-0-0
0-5-8
-2-0-0
2-0-0
5-9-7
5-9-7
11-6-14
5-9-7
17-4-5
5-9-7
24-9-7
7-5-2
32-2-9
7-5-2
39-7-11
7-5-2
45-5-2
5-9-7
51-2-9
5-9-7
56-6-8
5-3-15
57-0-0
0-5-8
59-0-0
2-0-0
1-
0
-
0
12
-
6
-
1
4
13
-
3
-
1
3
1-
0
-
0
4-
8
-
1
8.00 12
2.00 12
Plate Offsets (X,Y)-- [B:0-0-7,Edge], [D:0-5-0,0-4-8], [F:0-6-0,0-3-8], [G:0-5-0,0-4-8], [I:0-6-0,0-3-8], [K:0-5-0,0-4-8], [M:0-0-7,Edge], [O:0-5-0,0-4-8], [P:0-5-0,0-4-8],
[R:0-4-0,0-2-9], [R:0-5-9,0-4-0], [T:0-5-0,0-4-8], [U:0-5-0,0-4-8], [AU:0-1-13,0-1-0], [BC:0-0-9,0-1-0], [CB:0-1-13,0-1-0], [CJ:0-0-9,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.77
0.56
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.48
-0.70
0.46
0.21
(loc)
R
R
M
R
l/defl
>999
>971
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 628 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST15,ST12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins,
except
2-0-0 oc purlins (3-5-15 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
WEBS 1 Row at midpt G-S, H-Q, I-Q
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=3080/0-5-8 (min. 0-3-4), M=3080/0-5-8 (min. 0-3-4)
Max Horz B=-447(LC 26)
Max UpliftB=-811(LC 30), M=-811(LC 33)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5417/1406, C-D=-5262/1327, D-E=-5107/1202, E-F=-4687/985,
F-G=-5052/984, G-H=-5477/926, H-I=-5056/948, I-J=-4687/924, J-K=-5107/1162,
K-L=-5262/1287, L-M=-5417/1366
BOT CHORD B-CK=-1028/4196, U-CK=-1064/4215, T-U=-984/4259, T-CL=-878/3818,
S-CL=-872/3836, R-S=-970/5147, Q-R=-749/5123, Q-CM=-475/3835,
P-CM=-481/3818, O-P=-415/4259, O-CN=-611/4215, M-CN=-565/4196
WEBS E-U=-125/275, E-T=-613/351, F-T=-209/732, F-S=-522/1878, G-S=-1484/493,
G-R=-261/923, H-R=-388/944, H-Q=-1485/599, I-Q=-652/1885, I-P=-213/736,
J-P=-618/356, J-O=-138/293
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 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 = 8.0psf.
10) Bearing at joint(s) B, M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 811 lb uplift at joint B and
811 lb uplift at joint M.
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
20-010381T
Truss
A1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:56 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-u1ky37X?ZO6rdGqmFoUeSCYvELX9iYzlXvx6n6zv8Qn
NOTES-
13) This truss has been designed for a total drag load of 1500 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, 56-0-0 to 57-0-0 for 750.0 plf.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
A1X
Truss Type
Roof Special
Qty
21
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-MDIKGTYdKiEiFQPyoV?t?Q5AllrsRzJumZgfKYzv8Qm
Scale = 1:113.5
T2
T3
T2
B3 B3
W7
W6 W5
W4
W3 W2 W1 W1 W2 W3
W4
W5 W6
W7
HW1 HW1
T1
T4
T1
B1
B2
B1
B2
A B
C
D
E F G H
I
J
K L
S
R
Q P O
N
MTU
V W
X Y
8x12 8x12 8x12
12x12
9x12 MT18HS
12x12
12x12
8x12
4x5
5x8
5x6
5x8
4x5
12x12
8x12
12x12 12x12
8-8-3
8-8-3
17-4-5
8-8-3
24-9-7
7-5-2
28-6-0
3-8-9
32-2-9
3-8-9
39-7-11
7-5-2
48-3-13
8-8-3
56-6-8
8-2-11
57-0-0
0-5-8
-2-0-0
2-0-0
5-9-7
5-9-7
11-6-14
5-9-7
17-4-5
5-9-7
24-9-7
7-5-2
32-2-9
7-5-2
39-7-11
7-5-2
45-5-2
5-9-7
51-2-9
5-9-7
56-6-8
5-3-15
57-0-0
0-5-8
59-0-0
2-0-0
1-
0
-
0
12
-
6
-
1
4
13
-
3
-
1
3
1-
0
-
0
4-
8
-
1
8.00 12
2.00 12
Plate Offsets (X,Y)-- [B:0-1-6,Edge], [C:0-6-0,0-6-0], [E:0-8-0,0-4-8], [F:0-6-0,0-6-0], [H:0-8-0,0-4-8], [J:0-6-0,0-6-0], [K:0-1-6,Edge], [M:0-6-0,0-6-8], [N:0-6-0,0-6-8]
, [R:0-6-0,0-6-8], [S:0-6-0,0-6-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.40
0.66
0.93
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.57
-0.83
0.54
0.28
(loc)
P
P
K
P
l/defl
>999
>817
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 498 lb FT = 20%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W7,W6: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,
except
2-0-0 oc purlins (3-1-10 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing.
WEBS 1 Row at midpt F-Q, G-O
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=4481/0-5-8 (min. 0-4-11), K=4481/0-5-8 (min. 0-4-11)
Max Horz B=-336(LC 6)
Max UpliftB=-804(LC 8), K=-804(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-8483/1497, C-D=-8210/1495, D-E=-7898/1442, E-F=-8141/1505,
F-G=-8804/1575, G-H=-8144/1413, H-I=-7898/1333, I-J=-8210/1417,
J-K=-8483/1420
BOT CHORD B-S=-1338/6712, S-T=-1352/6873, T-U=-1349/6874, R-U=-1341/6890,
R-V=-1280/6534, Q-V=-1275/6552, P-Q=-1559/8276, O-P=-1459/8244,
O-W=-1023/6551, N-W=-1028/6534, N-X=-920/6890, X-Y=-929/6874, M-Y=-931/6873,
K-M=-1017/6712
WEBS C-S=-122/307, D-R=-516/300, E-R=-170/695, E-Q=-529/2456, F-Q=-1898/487,
F-P=-263/1432, G-P=-356/1456, G-O=-1896/562, H-O=-626/2462, H-N=-172/698,
I-N=-520/303, J-M=-131/313
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
8) Bearing at joint(s) B, K considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should
verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint B and 804
lb uplift at joint K.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1415 lb down and
333 lb up at 17-4-5, and 1415 lb down and 333 lb up at 39-7-11 on top chord. The design/selection of such connection
device(s) is the responsibility of others.Continued on page 2
Job
20-010381T
Truss
A1X
Truss Type
Roof Special
Qty
21
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:58 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-qPsiUpYF50MZsa_9MDW6XdeLV8B5AQZ2?DQDs?zv8Ql
NOTES-
13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-86, E-H=-86, H-L=-86, B-P=-16, K-P=-16
Concentrated Loads (lb)
Vert: E=-1415(F) H=-1415(F)
Job
20-010381T
Truss
A2
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:11:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-IcQ5h9ZtrJUQUkYLww1L4rASCYZfvvOBEt9mORzv8Qk
Scale = 1:113.8
T2
T3
T2
B3 B3
W7
W6 W5
W4 W3 W2 W1 W1 W2 W3 W4
W5 W6
W7HW1
HW1
T4
T5
B1
B2
B1
B2
A B
C
D
E
F G H I
J
K
L
M
T
S
R Q P
O
NUV
W X
Y Z
6x8 7x10 6x8
7x10
8x12
7x10
7x10
7x10
4x5
5x6
4x5
5x6
4x5
7x10
7x10
8x12
5x6
5x6
8x12
5x6
5x6
8-8-3
8-8-3
17-4-5
8-8-3
24-9-7
7-5-2
28-6-0
3-8-9
32-2-9
3-8-9
39-7-11
7-5-2
48-3-13
8-8-3
56-6-8
8-2-11
57-0-0
0-5-8
-2-0-0
2-0-0
5-9-7
5-9-7
11-6-14
5-9-7
17-4-5
5-9-7
24-9-7
7-5-2
32-2-9
7-5-2
39-7-11
7-5-2
45-5-2
5-9-7
51-2-9
5-9-7
56-6-8
5-3-15
57-0-0
0-5-8
1-
0
-
0
12
-
6
-
1
4
13
-
3
-
1
3
1-
0
-
0
4-
8
-
1
8.00 12
2.00 12
Plate Offsets (X,Y)-- [B:0-0-7,Edge], [D:0-5-0,0-4-8], [F:0-6-0,0-3-8], [G:0-5-0,0-4-8], [I:0-6-0,0-3-8], [K:0-5-0,0-4-8], [M:0-0-7,Edge], [N:0-5-0,0-4-8], [O:0-5-0,0-4-8]
, [Q:0-5-9,0-4-0], [S:0-5-0,0-4-8], [T:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.51
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.48
-0.70
0.46
0.21
(loc)
Q
Q
M
Q
l/defl
>999
>970
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 424 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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: 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-5-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins,
except
2-0-0 oc purlins (3-5-14 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing.
WEBS 1 Row at midpt G-R, H-P
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=3083/0-5-8 (min. 0-3-4), M=2896/0-5-8 (min. 0-3-0)
Max Horz B=331(LC 7)
Max UpliftB=-474(LC 8), M=-416(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5424/787, C-D=-5269/801, D-E=-5114/789, E-F=-4695/689, F-G=-5062/785,
G-H=-5489/800, H-I=-5069/693, I-J=-4703/601, J-K=-5153/732, K-L=-5314/748,
L-M=-5465/733
BOT CHORD B-T=-779/4220, T-U=-747/4247, U-V=-740/4250, S-V=-740/4265, S-W=-655/3825,
R-W=-650/3842, Q-R=-839/5157, P-Q=-742/5137, P-X=-398/3849, O-X=-404/3832,
O-Y=-325/4283, Y-Z=-325/4268, N-Z=-332/4265, M-N=-501/4271
WEBS E-S=-633/330, F-S=-195/795, F-R=-399/1884, G-R=-1489/388, G-Q=-144/928,
H-Q=-237/943, H-P=-1483/465, I-P=-494/1884, I-O=-201/805, J-O=-648/339
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Bearing at joint(s) B, M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint B and 416
lb uplift at joint M.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B1
Truss Type
COMMON
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-mozTvVaWcdcH6t7XUeYad2jiky_EeJHLSWvJxtzv8Qj
Scale = 1:122.2
T2
T3
T5
B1
B3 B4
B6
W13 W10
W9
W6 W5
W1 W2
W3 W4
W11
W12 W14
HW1 HW2
T1
T4
T6
W7
B5B2
W8
A B
C
D
E F G H
I
J
K L
S R
Q
P
O
N M
7x10
7x10
7x10
7x10
8x12
7x10
6x8
7x10
8x12
4x12
2x4
2x4
7x10 4x5
2x4
2x4
4x12
0-8-3
0-8-3
6-5-12
5-9-9
12-8-12
6-3-0
12-11-8
0-2-12
17-0-3
4-0-11
23-0-0
5-11-13
28-6-0
5-6-0
33-0-0
4-6-0
39-3-10
6-3-10
44-0-8
4-8-14
44-3-4
0-2-12
50-2-2
5-10-14
55-10-5
5-8-3
56-3-13
0-5-8
-2-0-0
2-0-0
6-5-12
6-5-12
12-11-8
6-5-12
17-0-3
4-0-11
23-0-0
5-11-13
33-0-0
10-0-0
39-3-10
6-3-10
44-0-8
4-8-14
50-2-2
6-1-10
55-10-5
5-8-3
56-3-13
0-5-8
58-3-13
2-0-0
1-
0
-
0
12
-
4
-
2
13
-
1
-
1
1-
0
-
0
5-
2
-
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-3], [B:0-0-2,0-9-7], [B:0-0-1,0-0-1], [C:0-5-0,0-4-8], [E:0-7-0,0-3-8], [F:0-5-0,0-4-8], [H:0-7-0,0-3-8], [J:0-5-0,0-4-8], [K:Edge,0-0-3],
[K:0-0-2,0-3-11], [K:0-0-1,0-0-1], [N:0-6-0,0-3-8], [O:0-5-0,0-4-8], [Q:0-5-0,0-4-8], [R:0-6-0,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.36
0.24
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.19
0.08
0.05
(loc)
N-O
N-O
N
P
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 432 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W13,W14: 2x4 DF Stud/Std
WEDGE
Left: 2x10 DF 1950F 1.7E or SS , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt D-R, F-Q, I-N, E-R
2 Rows at 1/3 pts H-N
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 0-5-8 except (jt=length) K=0-3-8, B=0-3-8.
(lb) - Max Horz B=332(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) except R=-525(LC 5), N=-387(LC 4), K=-182(LC 9),
B=-133(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except R=2719(LC 1), N=2618(LC 1), K=447(LC 17),
B=432(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-293/388, C-D=-270/890, D-E=-161/811, E-F=-702/251, F-G=-959/257,
G-H=-822/275, H-I=-138/785, I-J=-126/836, J-K=-218/336
BOT CHORD B-S=-180/329, R-S=-180/329, Q-R=-187/326, P-Q=-248/771, O-P=-257/864,
N-O=-154/308
WEBS C-R=-602/269, D-R=-505/281, E-Q=-276/1237, F-Q=-1091/363, F-P=-91/405,
G-P=-88/276, G-O=-990/374, H-O=-285/1166, I-N=-513/287, J-N=-554/244,
E-R=-1818/417, H-N=-1798/366
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint R, 387 lb
uplift at joint N, 182 lb uplift at joint K and 133 lb uplift at joint B.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B1GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-7lnMyCeeR9FaCf0VGB8lJ6QbEzeVJiH4coc4c5zv8Qe
Scale = 1:116.6
T2
T3
T2
B1
W7 W6
W5 W4
W2
W1
W2
W1
W2 W1 W2
W4 W5
W6 W7
HW1 HW2
ST10
ST9
ST8
ST7ST6
ST4
ST5
ST3ST2
ST1
ST11
ST9
ST8
ST12
ST13
ST5 ST3 ST2
ST1
T1
T4
T1
W3
B3B2AB
C
D
E F G H
I
J
K L
AB AA
Y
X W V U T S R Q
P
N M
BI
BJ BK
BL BMZBN BO BPBQ BRBS BT BUBV BW BX BY BZ
CA O CBCC
7x10
6x8
6x8
7x10
6x8 3x6 4x5
4x5
4x5 8x12
7x10
3x6
4x8
4x8
4x5
4x5 3x6
6x8
3x6
3x6 3x6
3x6
6x8 3x6
6x8
6x12
0-8-3
0-8-3
5-8-1
4-11-14
11-4-2
5-8-1
12-6-0
1-1-14
17-0-3
4-6-3
24-5-15
7-5-12
28-6-0
4-0-1
31-9-14
3-3-14
39-3-10
7-5-12
44-6-0
5-2-6
44-11-11
0-5-11
50-7-12
5-8-1
55-10-5
5-2-9
56-3-13
0-5-8
-2-0-0
2-0-0
5-8-1
5-8-1
11-4-2
5-8-1
17-0-3
5-8-1
24-5-15
7-5-12
31-9-14
7-4-0
39-3-10
7-5-12
44-11-11
5-8-1
50-7-12
5-8-1
55-10-5
5-2-9
56-3-13
0-5-8
58-3-13
2-0-0
1-
0
-
0
12
-
4
-
2
13
-
2
-
1
2
1-
0
-
0
12
-
4
-
2
8.00 12
Plate Offsets (X,Y)-- [B:0-1-10,0-9-1], [B:0-0-0,0-2-1], [C:0-5-0,0-4-8], [E:0-5-4,0-3-8], [F:0-5-0,0-4-8], [H:0-5-0,0-3-8], [J:0-5-0,0-4-8], [K:0-0-15,0-1-6], [K:0-1-14
,0-6-5], [V:0-6-0,0-6-0], [AH:0-3-0,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.42
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.08
0.01
0.05
(loc)
AA-AB
AA-AB
K
AA-AB
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 1351 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W7,W6: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST9,ST8,ST7,ST5,ST3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
WEDGE
Left: 2x10 DF 1950F 1.7E or SS , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-V, G-V
JOINTS 1 Brace at Jt(s): BI
REACTIONS.All bearings 32-0-0 except (jt=length) K=0-3-8, B=0-3-8, Z=0-3-8, O=0-3-8.
(lb) - Max Horz B=342(LC 28)
Max Uplift All uplift 100 lb or less at joint(s) except X=-686(LC 31),
V=-1175(LC 24), T=-384(LC 58), Q=-1117(LC 33), K=-702(LC 33),
W=-823(LC 30), U=-578(LC 30), S=-158(LC 28), R=-517(LC 33),
B=-862(LC 30), Z=-963(LC 30), O=-1251(LC 33)
Max Grav All reactions 250 lb or less at joint(s) except X=1606(LC 1),
V=2688(LC 1), T=374(LC 52), Q=2672(LC 1), K=1238(LC 20), W=1800(LC 1),
U=1316(LC 1), S=299(LC 70), R=1178(LC 1), B=1613(LC 1), Z=1925(LC 1),
O=2495(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2300/1378, C-D=-920/741, D-E=-590/772, E-F=-441/674, F-G=-410/652,
G-H=-331/534, H-I=-500/748, I-J=-416/384, J-K=-1705/1050
BOT CHORD B-AB=-1219/1731, AB-BJ=-1217/1726, BJ-BK=-1217/1726, BK-BL=-1217/1726,
AA-BL=-1217/1726, AA-BM=-838/803, Z-BM=-805/778, Y-Z=-799/773,
Y-BN=-736/726, BN-BO=-619/638, X-BO=-619/638, W-X=-676/854, W-BP=-641/812,
BP-BQ=-629/796, BQ-BR=-559/702, BR-BS=-544/632, V-BS=-544/598,
V-BT=-548/745, BT-BU=-467/628, BU-BV=-467/564, U-BV=-467/564, T-U=-467/616,
S-T=-467/631, R-S=-534/726, R-BW=-607/824, BW-BX=-607/824, BX-BY=-621/843,
Q-BY=-709/960, P-Q=-319/482, P-BZ=-368/512, BZ-CA=-513/676, O-CA=-513/676,
N-O=-513/676, N-CB=-725/1250, CB-CC=-725/1250, M-CC=-725/1250,
K-M=-727/1254
WEBS C-AB=-564/1348, C-AA=-1422/703, D-AA=-876/1630, D-X=-1795/991, E-X=-741/372,
E-V=-308/271, F-V=-669/258, G-V=-503/436, G-T=-290/145, G-BI=-344/369,
Q-BI=-346/371, H-Q=-853/259, I-Q=-891/623, I-N=-570/562, J-N=-1417/690,
J-M=-534/1287
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 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.
Continued on page 2
Job
20-010381T
Truss
B1GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:07 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-38v6NufvznVHRyAtOcBDPXVxjnJzncnN365Bgzzv8Qc
NOTES-
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 ; Lumber DOL=1.33 plate grip DOL=1.33
4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per ANSI/TPI 1.
5) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
6) 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.
7) Provide adequate drainage to prevent water ponding.
8) All plates are 2x4 MT20 unless otherwise indicated.
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, with BCDL = 8.0psf.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 686 lb uplift at joint X, 1175 lb uplift at joint V, 384 lb uplift at joint T,
1117 lb uplift at joint Q, 702 lb uplift at joint K, 823 lb uplift at joint W, 578 lb uplift at joint U, 158 lb uplift at joint S, 517 lb uplift at joint R, 862 lb uplift at joint B,
963 lb uplift at joint Z and 1251 lb uplift at joint O.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
14) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord
from 11-9-13 to 43-9-13 for 46.9 plf.
15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1594 lb down and 772 lb up at 8-1-8, 466 lb down and 241
lb up at 10-0-12, 466 lb down and 241 lb up at 10-11-14, 466 lb down and 241 lb up at 12-5-14, 466 lb down and 241 lb up at 14-5-14, 466 lb down and 241
lb up at 16-5-14, 466 lb down and 241 lb up at 18-5-14, 466 lb down and 241 lb up at 20-5-14, 466 lb down and 241 lb up at 22-5-14, 466 lb down and 241 lb
up at 24-5-14, 466 lb down and 241 lb up at 26-4-6, 466 lb down and 241 lb up at 28-4-6, 466 lb down and 241 lb up at 30-4-6, 466 lb down and 241 lb up at
32-4-6, 466 lb down and 241 lb up at 34-3-1, 466 lb down and 241 lb up at 36-3-1, 466 lb down and 241 lb up at 38-3-1, 466 lb down and 241 lb up at 40-3-1,
466 lb down and 241 lb up at 42-3-1, 466 lb down and 241 lb up at 44-3-1, and 466 lb down and 241 lb up at 46-3-1, and 1594 lb down and 772 lb up at
48-2-5 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=-86, E-H=-86, H-L=-86, B-K=-16
Concentrated Loads (lb)
Vert: V=-466(F) U=-466(F) S=-466(F) P=-466(F) R=-466(F) Z=-466(F) O=-466(F) BJ=-1594(F) BK=-466(F) BL=-466(F) BN=-466(F) BO=-466(F)
BP=-466(F) BQ=-466(F) BS=-466(F) BT=-466(F) BV=-466(F) BW=-466(F) BY=-466(F) BZ=-466(F) CB=-466(F) CC=-1594(F)
Job
20-010381T
Truss
B2
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-XKSUaEgXk4d836l4yJiSxk23iAi6WxGWImrlDPzv8Qb
Scale = 1:116.8
T2
T3
T5
B1
B3 B4
B6
W13 W10
W9
W6 W5
W1 W2
W3 W4
W11
W12 W14
HW1 HW2
T1
T4
T6
W7
B5B2
W8
A B
C
D
E F G H
I
J
K
R Q
P
O
N
M L
7x10
7x10
7x10
7x10
8x12
7x10
6x8
7x10
8x12
4x12
2x4
2x4
7x10 4x5
2x4
2x4
4x12
0-8-3
0-8-3
6-5-12
5-9-9
12-8-12
6-3-0
12-11-8
0-2-12
17-0-3
4-0-11
23-0-0
5-11-13
28-6-0
5-6-0
33-0-0
4-6-0
39-3-10
6-3-10
44-0-8
4-8-14
44-3-4
0-2-12
50-2-2
5-10-14
55-10-5
5-8-2
56-3-13
0-5-8
-2-0-0
2-0-0
6-5-12
6-5-12
12-11-8
6-5-12
17-0-3
4-0-11
23-0-0
5-11-13
33-0-0
10-0-0
39-3-10
6-3-10
44-0-8
4-8-14
50-2-2
6-1-10
55-10-5
5-8-2
56-3-13
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
1
-
1
1-
0
-
0
5-
2
-
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-3], [B:0-0-2,0-9-7], [B:0-0-1,0-0-1], [C:0-5-0,0-4-8], [E:0-7-0,0-3-8], [F:0-5-0,0-4-8], [H:0-7-0,0-3-8], [J:0-5-0,0-4-8], [K:Edge,0-0-3],
[K:0-0-2,0-3-11], [K:0-0-1,0-0-1], [M:0-6-0,0-3-8], [N:0-5-0,0-4-8], [P:0-5-0,0-4-8], [Q:0-6-0,0-3-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.36
0.24
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.19
0.08
0.05
(loc)
M-N
M-N
M
O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 427 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W13,W14: 2x4 DF Stud/Std
WEDGE
Left: 2x10 DF 1950F 1.7E or SS , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt D-Q, F-P, I-M, E-Q
2 Rows at 1/3 pts H-M
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 0-5-8 except (jt=length) K=0-3-8, B=0-3-8.
(lb) - Max Horz B=325(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) except Q=-529(LC 5), M=-395(LC 4), K=-104(LC 9),
B=-121(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except Q=2717(LC 1), M=2642(LC 1), K=263(LC 17),
B=431(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-299/373, C-D=-276/890, D-E=-167/811, E-F=-700/248, F-G=-955/257,
G-H=-817/272, H-I=-144/796, I-J=-132/843, J-K=-222/312
BOT CHORD B-R=-185/322, Q-R=-185/322, P-Q=-182/306, O-P=-255/751, N-O=-265/859,
M-N=-150/288
WEBS C-Q=-602/270, D-Q=-505/281, E-P=-278/1234, F-P=-1088/365, F-O=-94/402,
G-O=-91/268, G-N=-990/376, H-N=-287/1167, I-M=-507/285, J-M=-598/261,
E-Q=-1816/423, H-M=-1806/372
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529 lb uplift at joint Q, 395 lb
uplift at joint M, 104 lb uplift at joint K and 121 lb uplift at joint B.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B3-Cond1
Truss Type
COMMON
Qty
8
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-UjaF?winGitsIQuS3kkw097ND_MA_trpl4KrHIzv8QZ
Scale = 1:89.5
T2
T3
T5
B1
B3 B3
W13 W11
W10
W5
W1 W2
W6
HW1
W12
W7
W9
T4
B2 B4
W3W4
W8
A
B
C
D
E
F G H I
J
R Q
P
O
N
M
L
K
5x8
6x8 7x10 6x8
5x8
7x10
5x6
5x6
6x8
6x8
6x8
3x6
1.5x4
4x5
3x6 9x12 MT18HS
5x6
0-8-3
0-8-3
6-5-12
5-9-9
12-8-12
6-3-0
12-11-8
0-2-12
20-8-12
7-9-4
22-10-4
2-1-8
23-0-0
0-1-12
28-6-0
5-6-0
33-0-0
4-6-0
36-3-4
3-3-4
39-3-10
3-0-6
44-0-8
4-8-14
44-6-0
0-5-8
-2-0-0
2-0-0
6-5-12
6-5-12
17-0-3
10-6-7
23-0-0
5-11-13
32-10-4
9-10-4
33-0-0
0-1-12
39-3-10
6-3-10
44-0-8
4-8-14
44-6-0
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
8-
1
0
-
8
5-
2
-
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [B:0-5-9,0-2-10], [D:0-4-0,0-3-0], [F:0-6-0,0-2-12], [H:0-5-0,0-4-8], [I:0-4-12,0-2-0], [K:0-2-12,0-1-8], [M:0-3-12,0-3-0], [O:0-0-9,0-1-11],
[O:0-1-12,0-3-0], [Q:0-6-0,0-1-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.33
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.21
0.12
0.05
(loc)
M-N
M-N
K
N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 342 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
B1: 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W13: 2x4 DF Stud/Std, W12: 2x6 DF 1800F 1.6E or 2x6 DF SS
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-10-0
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: B-R,Q-R.
WEBS 1 Row at midpt E-Q, J-K, H-M, G-P, I-L
2 Rows at 1/3 pts F-Q
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=441/0-3-8 (min. 0-1-8), K=1439/0-5-8 (min. 0-1-8), Q=2814/0-5-8 (min. 0-3-0)
Max Horz B=437(LC 8)
Max UpliftB=-67(LC 8), K=-239(LC 4), Q=-497(LC 5)
Max GravB=466(LC 16), K=1439(LC 1), Q=2814(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD D-E=-206/795, E-F=-102/718, F-G=-611/174, G-H=-1416/329, H-I=-875/227,
I-J=-794/169, J-K=-1404/259
BOT CHORD B-R=-242/271, Q-R=-242/270, O-P=-300/968, N-O=-300/1008, M-N=-333/1337,
L-M=-108/623
WEBS D-R=0/264, D-Q=-618/274, E-Q=-501/286, F-P=-272/1316, G-N=-124/756,
H-N=-63/306, I-M=-241/959, F-Q=-1989/389, J-L=-182/990, H-M=-1100/379,
G-P=-1400/402, I-L=-960/207
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should
verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B, 239 lb
uplift at joint K and 497 lb uplift at joint Q.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B3-Cond2
Truss Type
COMMON
Qty
8
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-yv8dCGiP1??jwaTedSF9ZNgXsOitjK7y_k4Ppkzv8QY
Scale = 1:90.4
T2
T3
T5
B1
B3 B3
W13 W11
W10
W5
W1 W2
W6
HW1
W12
W7
W9
T4
B2 B4
W3W4
W8
A
B
C
D
E
F G H I
J
R Q
P
O
N
M
L
K
5x8
6x8
7x10
6x8
5x8
7x10
5x6
5x6
6x8
6x8
6x8
3x6
1.5x4
4x5
3x6 9x12 MT18HS
5x6
0-8-3
0-8-3
6-5-12
5-9-9
12-8-12
6-3-0
12-11-8
0-2-12
20-8-12
7-9-4
22-10-4
2-1-8
23-0-0
0-1-12
28-6-0
5-6-0
33-0-0
4-6-0
36-3-4
3-3-4
39-3-10
3-0-6
44-0-8
4-8-14
44-6-0
0-5-8
-2-0-0
2-0-0
6-5-12
6-5-12
17-0-3
10-6-7
23-0-0
5-11-13
32-10-4
9-10-4
33-0-0
0-1-12
39-3-10
6-3-10
44-0-8
4-8-14
44-6-0
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
8-
1
0
-
8
5-
2
-
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [B:0-5-9,0-2-10], [D:0-4-0,0-3-0], [F:0-6-0,0-2-12], [H:0-5-0,0-4-8], [I:0-4-12,0-2-0], [K:0-2-12,0-1-8], [M:0-3-12,0-3-0], [O:0-0-9,0-1-11],
[O:0-1-12,0-3-0], [Q:0-6-0,0-1-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.56
0.36
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.21
-0.13
0.08
(loc)
M-N
M-N
R
N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 342 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
B1: 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W13: 2x4 DF Stud/Std, W12: 2x6 DF 1800F 1.6E or 2x6 DF SS
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-10-0
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-Q, J-K, H-M, G-P, I-L
2 Rows at 1/3 pts F-Q
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 12-11-8 except (jt=length) K=0-5-8.
(lb) - Max Horz K=437(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) R except B=-218(LC 8), K=-215(LC 4), Q=-373(LC 5)
Max Grav All reactions 250 lb or less at joint(s) R except B=472(LC 16), K=1441(LC 1), Q=2791(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-935/938, C-D=-785/815, D-E=-986/1126, E-F=-742/1035, F-G=-694/476,
G-H=-1419/579, H-I=-877/362, I-J=-800/345, J-K=-1418/615
BOT CHORD B-R=-650/745, Q-R=-894/973, P-Q=-782/964, O-P=-942/1447, N-O=-942/1487,
M-N=-800/1609, L-M=-380/875, K-L=-250/474
WEBS D-R=-442/465, D-Q=-724/537, E-Q=-501/286, F-P=-354/1316, G-N=-224/768,
H-N=-432/624, I-M=-489/1029, F-Q=-1985/646, J-L=-461/1037, H-M=-1189/697,
G-P=-1400/482, I-L=-1007/493
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should
verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=703, R=359, K=563, Q=534.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss
to resist drag loads along bottom chord from 0-0-0 to 12-11-8 for 115.8 plf.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B3-Cond3
Truss Type
COMMON
Qty
8
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Q6i?Qcj1oJ7aYj2rB9mO6aDjLn?SSnS6DOpyMBzv8QX
Scale = 1:90.4
T2
T3
T5
B1
B3 B3
W13 W11
W10
W5
W1 W2
W6
HW1
W12
W7
W9
T4
B2 B4
W3W4
W8
A
B
C
D
E
F G H I
J
R Q
P
O
N
M
L
K
5x8
6x8
7x10
6x8
5x8
7x10
5x6
5x6
6x8
6x8
6x8
3x6
1.5x4
4x5
3x6 9x12 MT18HS
5x6
0-8-3
0-8-3
6-5-12
5-9-9
12-8-12
6-3-0
12-11-8
0-2-12
20-8-12
7-9-4
22-10-4
2-1-8
23-0-0
0-1-12
28-6-0
5-6-0
33-0-0
4-6-0
36-3-4
3-3-4
39-3-10
3-0-6
44-0-8
4-8-14
44-6-0
0-5-8
-2-0-0
2-0-0
6-5-12
6-5-12
17-0-3
10-6-7
23-0-0
5-11-13
32-10-4
9-10-4
33-0-0
0-1-12
39-3-10
6-3-10
44-0-8
4-8-14
44-6-0
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
8-
1
0
-
8
5-
2
-
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [B:0-5-9,0-2-10], [D:0-4-0,0-3-0], [F:0-6-0,0-2-12], [H:0-5-0,0-4-8], [I:0-4-12,0-2-0], [K:0-2-12,0-1-8], [M:0-3-12,0-3-0], [O:0-0-9,0-1-11],
[O:0-1-12,0-3-0], [Q:0-6-0,0-1-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.53
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.39
0.27
0.13
(loc)
N-P
N-P
K
N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 342 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
B1: 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W13: 2x4 DF Stud/Std, W12: 2x6 DF 1800F 1.6E or 2x6 DF SS
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-10-0
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-1-15 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing.
WEBS 1 Row at midpt E-Q, J-K, H-M, G-P, I-L
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=2441/0-3-8 (min. 0-2-10), K=2254/0-5-8 (min. 0-2-4)
Max Horz B=437(LC 8)
Max UpliftB=-393(LC 8), K=-307(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3298/442, C-D=-3133/471, D-E=-2890/454, E-F=-2866/632, F-G=-2655/535,
G-H=-3306/663, H-I=-1568/288, I-J=-1250/204, J-K=-2220/327
BOT CHORD B-R=-664/2539, Q-R=-665/2539, P-Q=-494/2357, O-P=-674/3086, N-O=-674/3125,
M-N=-543/2524, L-M=-180/1032
WEBS D-Q=-380/225, E-Q=-498/286, F-P=-262/1145, G-N=-114/568, H-N=-313/1720,
I-M=-415/1946, F-Q=-262/344, J-L=-302/1670, H-M=-2365/603, G-P=-1254/394,
I-L=-1648/329
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Bearing at joint(s) K considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should
verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=393, K=307.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B3GD
Truss Type
Monopitch Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-MUqmrHlIJwNIn1CDIapsB?I8AbkBwlkPgiI3Q3zv8QV
Scale = 1:47.3
T1 W1
B1
W5 W4
W3 W2
HW1A
B
C
D
E
H G FIJK
4x8
3x4
1.5x4
5x6
3x6
3x6 4x5
3x8
4-1-2
4-1-2
8-2-3
4-1-2
11-9-13
3-7-10
12-3-5
0-5-8
4-1-2
4-1-2
8-2-3
4-1-2
11-9-13
3-7-10
12-3-5
0-5-8
1-
0
-
0
9-
2
-
3
8.00 12
Plate Offsets (X,Y)-- [A:0-4-0,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.26
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.01
(loc)
G-H
G-H
F
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 192 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
SLIDER Left 2x4 DF Stud/Std -ˆ 2-4-12
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 E-F
REACTIONS.(lb/size)A=3707/0-3-8 (min. 0-2-0), F=2418/0-5-8 (min. 0-1-8)
Max Horz A=351(LC 8)
Max UpliftA=-433(LC 8), F=-486(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-3193/283, B-C=-3100/298, C-D=-1635/115
BOT CHORD A-I=-508/2498, H-I=-508/2498, H-J=-508/2498, G-J=-508/2498, G-K=-254/1314, F-K=-254/1314
WEBS C-H=-185/1583, C-G=-1512/325, D-G=-321/2432, D-F=-2374/457
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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 ; 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=433, F=486.
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) 782 lb down and 139
lb up at 0-0-0, 684 lb down and 90 lb up at 1-9-2, 684 lb down and 90 lb up at 2-0-10, 684 lb down and 90 lb up at
4-0-10, 684 lb down and 90 lb up at 6-0-10, and 684 lb down and 90 lb up at 8-0-10, and 684 lb down and 90 lb up at
10-0-10 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=-86, A-F=-16
Concentrated Loads (lb)
Vert: A=-782(F) H=-684(F) G=-684(F) I=-1368(F) J=-684(F) K=-684(F)
Job
20-010381T
Truss
B6
Truss Type
Common
Qty
11
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-qhN82dmw4EV9PBnQsHK5jDrBU?0Bf7DYvM2cyVzv8QU
Scale = 1:91.0
T2
T3
T5
B1
B3 B3
W13 W11
W10
W5
W1 W2
HW1
W12W9
T1
T4
B2 B4
W6
W7
W3W4
W8
A
B
C
D
E F G H
I
P O
N
M
L
K
J
8x12 MT20HS
6x8 7x10 6x8
7x10
5x6
5x6
5x8
5x8
6x8
6x8
1.5x4
1.5x4
4x5
3x4
5x6
5x6
6-5-12
6-5-12
12-11-8
6-5-12
20-8-12
7-9-4
23-0-0
2-3-4
28-6-0
5-6-0
36-3-4
7-9-4
39-3-10
3-0-6
44-0-8
4-8-14
44-2-15
0-2-7
-2-0-0
2-0-0
6-5-12
6-5-12
17-0-3
10-6-7
23-0-0
5-11-13
32-10-4
9-10-4
39-3-10
6-5-6
44-0-8
4-8-14
44-2-15
0-2-7
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
9-
0
-
4
0-
0
-
6
5-
1
-
1
3
12
-
4
-
2
8.00 12
4.00 12
Plate Offsets (X,Y)-- [C:0-4-0,Edge], [E:0-6-0,0-2-12], [G:0-5-0,0-4-8], [H:0-4-12,0-2-0], [N:0-4-0,0-3-0], [O:0-5-4,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.64
0.53
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.40
0.30
0.13
(loc)
M-N
M-N
J
M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 328 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 *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W13: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 7-9-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-2-4 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing.
WEBS 1 Row at midpt D-O, I-J, G-L, F-N, H-K
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=2432/0-5-8 (min. 0-2-10), J=2245/Mechanical
Max Horz B=441(LC 8)
Max UpliftB=-390(LC 8), J=-312(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3492/475, C-D=-2921/455, D-E=-2797/627, E-F=-2641/536, F-G=-3269/660,
G-H=-1544/287, H-I=-1200/199, I-J=-2211/331
BOT CHORD B-P=-702/2720, O-P=-702/2721, N-O=-495/2341, M-N=-673/3100, L-M=-539/2487,
K-L=-176/998
WEBS C-O=-604/268, D-O=-370/267, E-N=-263/1175, F-M=-112/546, G-M=-314/1716,
I-K=-303/1681, H-L=-417/1947, E-O=-253/323, G-L=-2358/603, F-N=-1234/392,
H-K=-1671/333
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=390, J=312.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B8-Cond1
Truss Type
COMMON
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-n3VuTJnAcrlteVxoziMZpewWPok27?PrMgXj1Ozv8QS
Scale = 1:87.7
T2
T3
T5
B1
W8
W7
W5
W3
W2
W1
W2
W1
W2
W1
W2
HW1
W6
W4
T4
B4B3B2A
B
C
D
E
F G H I
J
Q P O N M L KRSTUVW
9x12 MT18HS 9x12 MT18HS
4x12
5x6
5x6
3x4
5x6
5x8
5x8 5x8
7x10
5x8 5x8
1.5x4
4x5 3x6
5x6
7-1-9
7-1-9
14-3-3
7-1-9
17-0-3
2-9-0
24-5-15
7-5-12
31-9-14
7-4-0
39-3-10
7-5-12
43-9-7
4-5-13
44-2-15
0-5-8
-2-0-0
2-0-0
5-8-1
5-8-1
11-4-2
5-8-1
17-0-3
5-8-1
24-5-15
7-5-12
31-9-14
7-4-0
39-3-10
7-5-12
43-9-7
4-5-13
44-2-15
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
9-
0
-
9
12
-
4
-
2
8.00 12
Plate Offsets (X,Y)-- [B:0-7-13,0-1-5], [D:0-3-0,0-3-0], [F:0-8-8,0-1-12], [I:0-8-8,0-1-12], [J:0-2-9,0-2-8], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0], [P:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.68
0.44
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.19
0.05
0.04
(loc)
N-O
N-O
K
N-O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 327 lb FT = 20%
GRIP
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: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-6-6
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-5-14 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-P, F-O, G-O, G-M, H-M, I-M, I-L,
J-K
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=948/0-5-8 (min. 0-1-8), P=2193/0-5-8 (min. 0-2-10), K=1535/Mechanical
Max Horz B=441(LC 8)
Max UpliftB=-139(LC 8), P=-372(LC 8), K=-260(LC 4)
Max GravB=948(LC 1), P=2193(LC 1), K=1557(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1257/638, C-D=-1038/500, D-E=-916/475, E-F=-760/379, F-G=-519/372,
G-H=-1145/499, H-I=-1162/521, I-J=-920/376, J-K=-1846/757
BOT CHORD B-Q=-813/1009, Q-R=-689/679, R-S=-689/679, P-S=-689/679, O-P=-755/485,
O-T=-933/1442, N-T=-753/1311, N-U=-569/1169, M-U=-290/959, M-V=-516/855,
L-V=-326/708
WEBS D-Q=-380/293, E-Q=-254/598, E-P=-2405/842, E-O=-673/1770, F-O=-262/113,
G-O=-1425/712, G-N=0/407, G-M=-480/488, H-M=-667/258, I-M=-696/1130,
I-L=-992/591, J-L=-613/1417
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=526, P=767, K=743.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss
to resist drag loads along bottom chord from 14-0-7 to 44-2-15 for 49.7 plf.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B8-Cond2
Truss Type
COMMON
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-FG3GgfooN9tkGeV?XQtoLrTivC6Pscg_bKGGZqzv8QR
Scale = 1:88.2
T2
T3
T5
B1
W8
W7
W5 W3 W2
W1
W2
W1
W2
W1
W2
HW1
W6
W4
T4
B4B3B2A
B
C
D
E
F G H I
J
Q P O N M L KRS
T U V W
9x12 MT18HS 9x12 MT18HS
4x12
5x6
5x6
3x4
5x6
5x8
5x8 5x8
7x10
5x8 5x8
1.5x4
4x5 3x6
5x6
7-1-9
7-1-9
14-3-3
7-1-9
17-0-3
2-9-0
24-5-15
7-5-12
31-9-14
7-4-0
39-3-10
7-5-12
43-9-7
4-5-13
44-2-15
0-5-8
-2-0-0
2-0-0
5-8-1
5-8-1
11-4-2
5-8-1
17-0-3
5-8-1
24-5-15
7-5-12
31-9-14
7-4-0
39-3-10
7-5-12
43-9-7
4-5-13
44-2-15
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
0
-
5
9-
0
-
9
12
-
4
-
2
8.00 12
Plate Offsets (X,Y)-- [B:0-7-13,0-1-5], [D:0-3-0,0-3-0], [F:0-8-8,0-1-12], [I:0-8-8,0-1-12], [J:0-2-9,0-2-8], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0], [P:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.63
0.30
0.35
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.01
0.02
(loc)
P-Q
P-Q
P
B-Q
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 327 lb FT = 20%
GRIP
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: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-6-6
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (10-0-0 max.): F-I.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: B-Q,K-L.
WEBS 1 Row at midpt E-P, E-O, F-O, G-O, G-N, G-M, H-M,
I-M, I-L, J-K, J-L
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 30-2-8 except (jt=length) B=0-5-8, P=0-5-8, P=0-5-8.
(lb) - Max Horz B=441(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) N, L, K except B=-119(LC 8), P=-141(LC 8), O=-235(LC 8),
M=-328(LC 4)
Max Grav All reactions 250 lb or less at joint(s) K, K except B=856(LC 1), P=610(LC 16), P=526(LC 1),
O=1097(LC 1), N=568(LC 2), M=1127(LC 1), L=520(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-784/22, C-D=-518/37, D-E=-578/125, E-F=-19/307
BOT CHORD B-Q=-337/568
WEBS D-Q=-359/248, E-Q=-198/578, E-P=-490/194, F-O=-614/152, G-O=-261/68,
G-N=-296/126, H-M=-670/259, I-L=-339/80
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) N, L, K
except (jt=lb) B=119, P=141, O=235, M=328.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
B9GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Yc_w82tBkJmkbjYLROVR7KF111U1?jY0CvT8Jwzv8QK
Scale = 1:99.9
T2
T3
T6
B1
W14 W13 W11
W10 W8
W5
W6
W7
W5
HW1
W12
W9
T1
T5T4
B4B3B2
W5 W1
W1 W6
W7 W3 W3
W4
W2 W4
ST11
ST12
ST9
W5ST10
ST7
ST8
ST6
ST4
ST5ST3
ST2
ST1
ST13
ST14
ST15
ST16
ST17
ST18
ST19
ST20
ST21
ST22
ST23
ST24
ST25
ST26
ST27
ST28
ST29
ST30
ST31
W15
A B
C
D
E
F G H I J
K
T S R Q P O N M L
U V
W
Y
Z X
BZ CA CB CC
CD CECF CG CH CICJCK CL CM CN COCP CQ CRCS CT CU
7x10
6x8 7x10 6x8
4x12
7x10 4x5
4x5
4x5
4x8
5x8
5x8
4x12 4x8
5x6
7x10 7x10
3x4
2x4
5x8
7x10
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4 2x4
2x4
2x4 2x4
2x4
2x4
2x4 2x4
2x4
2x4
0-
0
-
0
5-0-0 5-0-04-
0
-
0
4-3-1
4-3-1
8-6-2
4-3-1
12-9-2
4-3-1
14-2-7
1-5-5
17-0-3
2-9-12
21-6-12
4-6-9
23-1-14
1-7-2
25-11-8
2-9-10
30-4-5
4-4-13
33-1-14
2-9-9
34-9-1
1-7-3
39-3-10
4-6-9
43-9-7
4-5-13
44-2-15
0-5-8
-2-0-0
2-0-0
4-3-1
4-3-1
8-6-2
4-3-1
12-9-2
4-3-1
17-0-3
4-3-1
21-6-12
4-6-9
23-1-14
1-7-2
25-11-8
2-9-10
28-1-14
2-2-6
30-4-5
2-2-7
33-1-14
2-9-9
34-9-1
1-7-3
39-3-10
4-6-9
43-9-7
4-5-13
44-2-15
0-5-8
1-
0
-
0
12
-
4
-
2
13
-
2
-
1
2
9-
0
-
9
12
-
4
-
2
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-3], [B:0-0-2,0-3-11], [B:0-0-1,0-0-1], [C:0-5-0,0-4-8], [F:0-5-4,0-3-8], [G:0-5-0,0-4-8], [I:0-5-0,0-4-8], [J:0-5-4,0-3-8], [L:0-5-8,Edge],
[N:0-5-0,0-4-8], [O:0-5-0,0-4-8], [R:0-5-0,0-4-8], [U:0-2-8,0-2-8], [V:0-2-8,0-2-8], [AZ:0-1-13,0-0-12], [BE:0-1-13,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.37
0.59
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.20
0.02
0.14
(loc)
N-O
N-O
L
N-O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 1234 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W14,W13,W11,W3,W4,W2,W15: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST8,ST6,ST3,ST28,ST29: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F-J.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: N-O,M-N.
WEBS 1 Row at midpt K-L
JOINTS 1 Brace at Jt(s): U, V, W, X, Y, Z
REACTIONS.All bearings 14-5-15 except (jt=length) L=Mechanical.
(lb) - Max Horz B=476(LC 31)
Max Uplift All uplift 100 lb or less at joint(s) except B=-472(LC 22), R=-1225(LC 25), S=-578(LC 30),
L=-1461(LC 23), Q=-374(LC 25), T=-612(LC 30)
Max Grav All reactions 250 lb or less at joint(s) except B=790(LC 49), R=2611(LC 1), S=994(LC 1),
L=2830(LC 1), Q=723(LC 1), Q=723(LC 1), T=814(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-947/851, C-D=-923/911, D-E=-857/867, E-F=-1556/1128, F-G=-1940/1369,
G-H=-2172/1320, H-I=-2172/1150, I-J=-1808/1047, J-K=-1372/716,
K-L=-2769/1463
BOT CHORD B-T=-776/683, T-BZ=-366/316, S-CA=-455/382, CB-CC=-526/460, R-CC=-552/499,
Q-R=-599/532, Q-CD=-599/532, CD-CE=-599/532, P-CE=-599/532, P-CF=-1381/2027,
CF-CG=-1381/2027, CG-CH=-1381/2027, O-CH=-1381/2027, O-CI=-1154/2031,
CI-CJ=-1154/2031, CJ-CK=-1154/2031, CK-CL=-1154/2031, CL-CM=-1154/2031,
CM-CN=-1154/2031, CN-CO=-1154/2031, N-CO=-1154/2031, N-CP=-908/2036,
CP-CQ=-908/2036, CQ-CR=-908/2036, M-CR=-908/2036
WEBS C-S=-350/349, D-S=-413/332, D-R=-249/267, E-R=-2611/1084, E-P=-828/1876,
F-P=-654/264, F-U=-896/1269, M-V=-1301/639, J-M=-690/474, K-M=-1183/2147,
O-U=-805/1137, U-W=-719/284, G-W=-717/282, U-Y=-279/260, V-Y=-390/381,
J-V=-933/1220, P-U=-1324/622, O-Y=-337/357, N-Y=-359/334, G-Z=-148/374,
H-Z=-351/137, I-Z=-166/416, N-V=-772/1048, V-X=-724/292, I-X=-721/290,
C-T=-500/420
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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 ; Lumber DOL=1.33 plate grip DOL=1.33
4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
Continued on page 2
Job
20-010381T
Truss
B9GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:27 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-U_6gZkvSFw0Sr1hjZpXvDlKNWq9VTd2JgDyFOpzv8QI
NOTES-
5) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
6) 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.
7) Provide adequate drainage to prevent water ponding.
8) All plates are 1.5x4 MT20 unless otherwise indicated.
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, with BCDL = 8.0psf.
12) Refer to girder(s) for truss to truss connections.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint B, 1225 lb uplift at joint R, 578 lb uplift at joint S,
1461 lb uplift at joint L, 374 lb uplift at joint Q and 612 lb uplift at joint T.
14) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
15) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord
from 0-0-0 to 14-5-15, 43-2-15 to 44-2-15 for 96.8 plf.
16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 519 lb down and 344 lb up at 6-0-0, 190 lb down and 141 lb
up at 8-0-12, 190 lb down and 141 lb up at 10-0-12, 190 lb down and 141 lb up at 12-0-12, 190 lb down and 141 lb up at 14-0-12, 190 lb down and 141 lb up
at 16-0-12, 190 lb down and 141 lb up at 18-0-12, 190 lb down and 141 lb up at 20-0-12, 190 lb down and 141 lb up at 22-0-12, 190 lb down and 141 lb up at
24-0-12, 190 lb down and 141 lb up at 26-0-12, 190 lb down and 141 lb up at 28-0-12, 190 lb down and 141 lb up at 30-0-12, 190 lb down and 141 lb up at
32-0-12, 190 lb down and 141 lb up at 34-0-12, 190 lb down and 141 lb up at 36-0-12, and 190 lb down and 141 lb up at 38-0-12, and 190 lb down and 141 lb
up at 40-0-12 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-F=-86, F-J=-86, J-K=-86, B-L=-16
Concentrated Loads (lb)
Vert: Q=-190(B) BZ=-519(B) CA=-190(B) CB=-190(B) CC=-190(B) CE=-190(B) CF=-190(B) CG=-190(B) CH=-190(B) CI=-190(B) CJ=-190(B) CL=-190(B)
CN=-190(B) CO=-190(B) CP=-190(B) CQ=-190(B) CR=-190(B) CS=-190(B)
Job
20-010381T
Truss
BXGD
Truss Type
Flat Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-yBg2n4w40E8JTBGw7W38lytXoEXeCAUSuthowFzv8QH
Scale = 1:25.1
W1
T1
W1
B1
W2 W1 W3 W1 W3 W1 W4
A B C D E
J I
H G FKLMNOP
4x5
2x4 2x4
4x5
3x4
3x4 2x4 3x4
3x8 3x4
3-6-4
3-6-4
6-11-3
3-4-15
10-4-1
3-4-15
13-3-8
2-11-7
13-9-0
0-5-8
3-6-4
3-6-4
6-11-3
3-4-15
10-4-1
3-4-15
13-3-8
2-11-7
13-9-0
0-5-8
3-
3
-
5
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.16
0.24
0.20
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.01
(loc)
G-H
G-H
F
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 191 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 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, Except:
6-0-0 oc bracing: I-J.
REACTIONS.(lb/size)J=331/Mechanical, F=1456/Mechanical, I=3327/0-5-8 (min. 0-1-12)
Max UpliftJ=-42(LC 4), F=-426(LC 4), I=-880(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-1307/385
BOT CHORD I-L=-331/1087, L-M=-331/1087, H-M=-331/1087, H-N=-331/1087, N-O=-331/1087, G-O=-331/1087,
G-P=-385/1307, F-P=-385/1307
WEBS B-J=-91/332, B-I=-601/201, C-I=-1709/515, C-H=-192/676, C-G=-70/285, D-G=-211/816, D-F=-1690/499
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: 2x6 - 2 rows staggered at 0-7-0 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 ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint J, 426 lb
uplift at joint F and 880 lb uplift at joint I.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1278 lb down and
256 lb up at 1-11-4, 493 lb down and 163 lb up at 3-11-12, 493 lb down and 163 lb up at 5-11-12, 493 lb down and 163
lb up at 7-11-12, and 493 lb down and 163 lb up at 9-11-12, and 493 lb down and 163 lb up at 11-11-12 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=-86, F-J=-16
Concentrated Loads (lb)
Vert: K=-1278(B) L=-493 M=-493 N=-493 O=-493 P=-493
Job
20-010381T
Truss
C1
Truss Type
Common
Qty
25
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-QNER_QwinXGA4Lr6gEaNIAQVNeoxxbzc7XRMSizv8QG
Scale = 1:80.4
T2
T3
T2
B1
W5
W4
W3 W2
W1
W2 W3
W4
W5HW1
HW1
T4
B1B2A
B
C
D
E
F G
H
I
J
K
O N M LPQRST
5x8 6x8
7x10
5x6
5x6
7x10 3x4
5x6
3x4
5x8
3x4
3x4
5x6
7x10
5x6
5x6
8-3-0
8-3-0
16-6-0
8-3-0
23-6-0
7-0-0
31-9-0
8-3-0
39-6-8
7-9-8
40-0-0
0-5-8
-2-0-0
2-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
23-6-0
7-0-0
29-0-0
5-6-0
34-6-0
5-6-0
39-6-8
5-0-8
40-0-0
0-5-8
1-
0
-
0
12
-
0
-
0
12
-
8
-
3
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [F:0-4-12,0-2-0], [G:0-4-8,0-1-12], [I:0-3-0,0-3-0], [M:0-4-0,0-3-0], [N:0-4-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
1.00
0.56
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.40
0.12
0.08
(loc)
L-M
L-M
K
N-O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 250 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*
W5: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-5-3,
Right 2x8 DF 1950F 1.7E or SS -ˆ 3-5-3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (2-2-0 max.): F-G.
BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing.
WEBS 1 Row at midpt E-N, G-N, H-M
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=2224/0-5-8 (min. 0-2-6), K=2035/0-5-8 (min. 0-2-3)
Max Horz B=318(LC 7)
Max UpliftB=-385(LC 8), K=-328(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2904/437, C-D=-2779/462, D-E=-2619/489, E-F=-2192/439, F-G=-1704/420, G-H=-2186/438,
H-I=-2646/500, I-J=-2806/473, J-K=-2956/453
BOT CHORD B-O=-461/2225, O-P=-327/2048, P-Q=-327/2048, N-Q=-327/2048, N-R=-94/1707, M-R=-94/1707, M-S=-167/2051,
S-T=-167/2051, L-T=-167/2051, K-L=-270/2218
WEBS E-O=-91/323, E-N=-657/315, F-N=-135/718, G-M=-198/818, H-M=-669/319, H-L=-101/350
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint B and 328
lb uplift at joint K.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
C1GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-qyvZcRza4SekxoahMM74wo28Trq48zo2pVf030zv8QD
Scale = 1:82.9
T2
T3
T2
B1
W11 W10
W9
W8
W9
W10 W11
HW1 HW1
T1 T1
B1B3B2
W6 W6
W1
W1W5
W3 W5
W7
W8
W7 W4 W2 W4
ST8
ST6
ST7
ST4
ST5ST3
ST2ST1
ST8
ST6
ST7
ST4
ST5 ST3
ST2 ST1
A
B
C
D
E F G H I
J
K
L
M
U T S R Q P O N
V
Z
W X
AA
Y
BD BE BF BG BH BI BJ BK BL BM BN BO BP BQ BR BS
6x8 6x8
7x10
7x10
7x10
2x4
4x5
5x8
4x5
7x10
7x10
2x4
7x10
4x8
4x8
4x5
4x8
4x5
5x8
2x4
5x8
2x4
5x8
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
5-6-0
5-6-0
11-0-0
5-6-0
16-0-0
5-0-0
16-6-0
0-6-0
20-0-0
3-6-0
23-6-0
3-6-0
24-0-0
0-6-0
29-0-0
5-0-0
34-6-0
5-6-0
39-6-8
5-0-8
40-0-0
0-5-8
-2-0-0
2-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-0-0
5-0-0
16-6-0
0-6-0
20-0-0
3-6-0
23-6-0
3-6-0
24-0-0
0-6-0
29-0-0
5-0-0
34-6-0
5-6-0
39-6-8
5-0-8
40-0-0
0-5-8
42-0-0
2-0-0
1-
0
-
0
12
-
0
-
0
12
-
8
-
1
5
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-0-1,0-0-1], [B:0-0-2,0-5-11], [C:0-5-0,0-4-8], [F:0-5-0,0-3-8], [H:0-5-0,0-3-8], [K:0-5-0,0-4-8], [L:0-0-1,0-0-1], [L:0-0-2,0-5-11], [O:0-4-12
,0-4-8], [Q:0-3-8,0-2-0], [T:0-4-12,0-4-8], [V:0-2-8,0-2-8], [Z:0-2-8,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.50
0.53
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.17
0.07
0.09
(loc)
R
R
L
R
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 873 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W9,W6,W1: 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: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): F-H.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): V, Y, Z, AA
REACTIONS.(lb/size)B=3933/0-5-8 (min. 0-2-2), L=3937/0-5-8 (min. 0-2-2)
Max Horz B=-323(LC 6)
Max UpliftB=-1387(LC 8), L=-1389(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5627/1998, C-D=-5080/1846, D-E=-4225/1528, E-F=-2817/1042,
F-G=-2804/973, G-H=-2804/973, H-I=-2817/1037, I-J=-4225/1548,
J-K=-5088/1850, K-L=-5634/2003
BOT CHORD B-BD=-1661/4302, BD-BE=-1661/4302, U-BE=-1661/4302, U-BF=-1661/4302,
BF-BG=-1661/4302, BG-BH=-1661/4302, T-BH=-1661/4302, T-BI=-1364/3792,
BI-BJ=-1364/3792, S-BJ=-1364/3792, S-BK=-1365/4037, R-BK=-1365/4037,
R-BL=-1365/4037, Q-BL=-1365/4037, P-Q=-1365/4037, P-BM=-1177/3794,
BM-BN=-1177/3794, O-BN=-1177/3794, O-BO=-1447/4308, BO-BP=-1447/4308,
BP-BQ=-1447/4308, N-BQ=-1447/4308, N-BR=-1447/4308, BR-BS=-1447/4308,
L-BS=-1447/4308
WEBS C-U=-195/355, C-T=-265/232, D-T=-329/540, J-V=-1056/624, J-O=-359/575,
K-O=-267/234, K-N=-195/355, S-Z=-488/894, W-Z=-794/1842, E-W=-791/1837,
P-V=-485/888, V-X=-806/1842, I-X=-803/1837, Z-AA=-509/361, V-AA=-562/408,
F-Y=-501/281, G-Y=-195/350, H-Y=-497/277, O-V=-176/435, D-Z=-1038/600,
T-Z=-137/430, S-AA=-427/319, R-AA=-187/467, P-AA=-425/318
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 ; Lumber DOL=1.33 plate grip DOL=1.33
4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
5) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
6) 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.
7) Provide adequate drainage to prevent water ponding.
Continued on page 2
Job
20-010381T
Truss
C1GD
Truss Type
GABLE
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:33 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-J8TxqnzCrmmbZy9tv3eJS0aIDF9JtQ2C29PZbTzv8QC
NOTES-
8) All plates are 1.5x4 MT20 unless otherwise indicated.
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 1387 lb uplift at joint B and 1389 lb uplift at joint L.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 67 lb up at 3-6-0, 111 lb down and 93 lb up
at 4-0-12, 111 lb down and 93 lb up at 6-0-12, 111 lb down and 93 lb up at 8-0-12, 241 lb down and 133 lb up at 10-0-12, 241 lb down and 133 lb up at
12-0-12, 241 lb down and 133 lb up at 14-0-12, 241 lb down and 133 lb up at 16-0-12, 241 lb down and 133 lb up at 18-0-12, 241 lb down and 133 lb up at
20-0-12, 241 lb down and 133 lb up at 22-0-12, 241 lb down and 133 lb up at 24-0-12, 241 lb down and 133 lb up at 26-0-12, 241 lb down and 133 lb up at
28-0-12, 241 lb down and 133 lb up at 29-11-4, 111 lb down and 93 lb up at 31-11-4, 111 lb down and 93 lb up at 33-11-4, and 111 lb down and 93 lb up at
35-11-4, and 92 lb down and 67 lb up at 36-6-0 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-F=-86, F-H=-86, H-M=-86, B-L=-16
Concentrated Loads (lb)
Vert: S=-241(F) P=-241(F) R=-241(F) BD=-92(F) BE=-103(F) BF=-103(F) BG=-103(F) BH=-241(F) BI=-241(F) BJ=-241(F) BK=-241(F) BL=-241(F)
BM=-241(F) BN=-241(F) BO=-241(F) BP=-103(F) BQ=-103(F) BR=-103(F) BS=-92(F)
Job
20-010381T
Truss
D1
Truss Type
KINGPOST
Qty
9
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-nL1K17_rc4uSB6k3TnAY?D7Wcfcicw4LHp877vzv8QB
Scale = 1:21.1
B1
T1 T1W1
HW1 HW1
A
B
C
D
E
F
G
H
3x8
5x6
4x5
1.5x4 3x8
5x6
3-6-0
3-6-0
6-6-8
3-0-8
7-0-0
0-5-8
-1-6-0
1-6-0
3-6-0
3-6-0
6-6-8
3-0-8
7-0-0
0-5-8
8-6-0
1-6-0
1-
0
-
0
3-
4
-
0
3-
8
-
3
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-1-12,0-0-1], [F:0-6-1,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.26
0.07
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
0.00
-0.00
(loc)
B-H
B-H
F
H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 42 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
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 2-2-9,
Right 2x8 DF 1950F 1.7E or SS -ˆ 2-2-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=493/0-5-8 (min. 0-1-8), F=493/0-5-8 (min. 0-1-8)
Max Horz B=-88(LC 6)
Max UpliftB=-102(LC 8), F=-102(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-369/51, E-F=-369/51
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; cantilever left and right exposed ; 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 102 lb uplift at joint B and 102
lb uplift at joint F.
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
20-010381T
Truss
D1GE
Truss Type
GABLE
Qty
3
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-FXbiFT?TNN0JoGJG1UhnXRghM3yxLNKUVTuggLzv8QA
Scale = 1:21.1
B1
T1 T1W1
HW1 HW1
ST1 ST1
A
B
C
D
E
F
G
H
3x8
5x6
4x5
1.5x4
1.5x4
3x6
1.5x4
3x6
3x8
5x6
3-6-0
3-6-0
6-6-8
3-0-8
7-0-0
0-5-8
-1-6-0
1-6-0
3-6-0
3-6-0
6-6-8
3-0-8
7-0-0
0-5-8
8-6-0
1-6-0
1-
0
-
0
3-
4
-
0
3-
8
-
3
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-1-12,0-0-1], [F:0-6-1,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.26
0.07
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
0.00
-0.00
(loc)
B-H
B-H
F
H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 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
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 2-2-9,
Right 2x8 DF 1950F 1.7E or SS -ˆ 2-2-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=493/0-5-8 (min. 0-1-8), F=493/0-5-8 (min. 0-1-8)
Max Horz B=-88(LC 6)
Max UpliftB=-102(LC 8), F=-102(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-369/51, E-F=-369/51
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; cantilever left and right exposed ; 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) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 102
lb uplift at joint F.
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
20-010381T
Truss
E1
Truss Type
Roof Special
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-BvjSg91jv?H12ZSe8vjFcsly2sUbpBWnznNnkEzv8Q8
Scale = 1:100.0
T2
T3
T5
B1
W7
W4
W3
W2
W1 W1
W2
W3 W5
W6
W8
HW1
HW2
T1
T4
T6
B6B5B4B3B2
A
B
C
D E F G
H
I
J
K L
Q P O N MRSTUVWXY
7x10
6x8 7x10
6x8
6x12
5x6
5x6
5x6 5x8 6x8
4x5
5x8
4x5
5x6
7x10
6x8
4x5
4x5
7-11-15
7-11-15
15-11-14
7-11-15
25-1-11
9-1-13
34-3-8
9-1-13
42-6-8
8-3-0
50-4-0
7-9-8
50-9-8
0-5-8
7-11-15
7-11-15
15-11-14
7-11-15
22-1-1
6-1-3
28-2-5
6-1-3
34-3-8
6-1-3
39-9-8
5-6-0
45-3-8
5-6-0
50-4-0
5-0-8
50-9-8
0-5-8
52-9-8
2-0-0
1-
4
-
1
12
-
0
-
0
12
-
8
-
1
5
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [C:0-5-0,0-4-8], [D:0-5-0,0-3-8], [E:0-5-0,0-4-8], [G:0-5-0,0-3-8], [I:0-5-0,0-4-8], [K:0-5-6,Edge], [M:0-3-0,0-3-4], [N:0-4-0,0-3-4], [O:0-4-0,Edge]
, [P:0-4-0,0-3-0], [Q:0-3-0,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.64
0.77
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.35
-0.51
0.21
0.09
(loc)
O-P
O-P
K
O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 366 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W7,W8: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 4-11-15,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-3-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins,
except
2-0-0 oc purlins (5-0-4 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing.
WEBS 1 Row at midpt C-P, E-P, F-N, H-N
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=2587/0-3-8 (min. 0-2-12), K=2768/0-5-8 (min. 0-2-15)
Max Horz A=-316(LC 6)
Max UpliftA=-376(LC 8), K=-437(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-3770/490, B-C=-3552/520, C-D=-3155/494, D-E=-2483/494, E-F=-2817/454,
F-G=-2508/494, G-H=-3146/525, H-I=-3541/577, I-J=-3703/554, J-K=-3824/530
BOT CHORD A-R=-484/2817, Q-R=-484/2817, Q-S=-484/2816, P-S=-484/2816, P-T=-426/2790,
T-U=-426/2790, O-U=-426/2790, O-V=-375/2806, V-W=-375/2806, N-W=-375/2806,
N-X=-175/2833, X-Y=-175/2833, M-Y=-175/2833, K-M=-307/2917
WEBS C-Q=0/323, C-P=-600/316, D-P=-116/1093, E-P=-676/314, E-O=-64/287,
F-N=-655/309, G-N=-162/1267, H-N=-641/315, H-M=-85/270
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint A and 437
lb uplift at joint K.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
E2
Truss Type
Roof Special
Qty
14
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-f6GqtV1LgIPufj1ricEU93IAQGtbYVfxBR6KGgzv8Q7
Scale = 1:103.1
T2
T3
T2
B1
W9 W8
W7
W5
W4
W3
W2 W1
W2
W3
W4 W6
W7
W8 W9HW1
HW2
T4
T1
B1B2B2AB
C
D
E
F G H I J
K
L
M
N O
V U T S R Q P
W
X
Y Z AA AB AC AD AE AF
7x10
7x10 8x12
5x6
4x5
4x5
6x8
7x10
2x4
2x4
4x5 6x8
2x4 4x5
3x6
2x4
7x10
7x10
2x4
5x8
4x5
4x5
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
19-6-4
3-0-4
25-7-13
6-1-9
31-9-6
6-1-9
34-9-10
3-0-4
40-3-10
5-6-0
45-9-10
5-6-0
50-10-2
5-0-8
51-3-10
0-5-8
-2-0-0
2-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
21-0-15
4-6-15
25-7-13
4-6-15
30-2-12
4-6-15
34-9-10
4-6-15
40-3-10
5-6-0
45-9-10
5-6-0
50-10-2
5-0-8
51-3-10
0-5-8
53-3-10
2-0-0
1-
0
-
0
12
-
0
-
0
12
-
1
0
-
1
0
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [D:0-5-0,0-4-8], [F:0-7-0,0-3-8], [G:0-5-0,0-4-8], [J:0-9-8,0-3-12], [L:0-5-0,0-4-8], [N:0-5-6,Edge], [Q:0-4-12,Edge], [U:0-2-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.40
0.53
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.33
0.05
0.05
(loc)
Q-R
Q-R
N
Q
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 409 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W9,W8: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std -ˆ 3-3-11,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-3-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): F-J.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: T-U,S-T.
WEBS 1 Row at midpt F-T, G-T, H-S, I-S, J-R, J-Q
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=837/0-3-8 (min. 0-1-8), T=3328/0-5-8 (min. 0-3-9), N=2299/0-5-8 (min. 0-2-7)
Max Horz B=-325(LC 6)
Max UpliftB=-238(LC 24), T=-441(LC 5), N=-512(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-763/202, C-D=-520/224, D-E=-393/247, E-F=-420/399, F-G=-27/601,
G-H=-336/318, H-I=-336/318, I-J=-854/391, J-K=-2161/718, K-W=-1804/493,
W-X=-2030/521, L-X=-2209/519, L-M=-2482/571, M-N=-2980/613
BOT CHORD B-V=-260/690, U-V=-260/690, U-Y=-334/287, Y-Z=-334/287, T-Z=-334/287,
T-AA=-341/264, AA-AB=-341/264, S-AB=-341/264, S-AC=-110/789, AC-AD=-110/789,
R-AD=-110/789, R-AE=-77/1006, AE-AF=-77/1006, Q-AF=-77/1006, P-Q=-346/2157,
N-P=-346/2157
WEBS D-U=-428/209, E-U=-507/301, F-U=-404/1063, F-T=-1219/308, G-T=-2028/409,
G-S=-255/1690, H-S=-351/139, I-S=-1235/177, I-R=-105/826, J-R=-608/176,
J-Q=-496/1492, K-Q=-812/349, L-Q=-654/260
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint B, 441 lb
uplift at joint T and 512 lb uplift at joint N.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 66
lb up at 48-7-0, and 407 lb down and 133 lb up at 42-6-6 on top chord. The design/selection of such connection
device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) StandardContinued on page 2
Job
20-010381T
Truss
E2
Truss Type
Roof Special
Qty
14
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:39 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-7IqC5q2zRcXlHtc1GKljiHqLAgCqHyv4Q5sup6zv8Q6
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-F=-86, F-J=-86, J-X=-86, M-O=-86, B-N=-16
Concentrated Loads (lb)
Vert: M=-280(F) W=-407
Trapezoidal Loads (plf)
Vert: X=-86-to-M=-148(F=-62)
Job
20-010381T
Truss
E2GD
Truss Type
Piggyback Base Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-bUObIA3bBwfcv1BDq1GyEUNYP4co0TuDflbRLZzv8Q5
Scale = 1:102.2
T2
T3
T5
B1
W11 W9
W8 W7
W1 W6
W4
W2 W1 W3 W1 W5 W1
W7 W8
W10 W12HW1 HW2
T1
T4
T6
B1B3B2A
B
C
D
E F G H I
J
K
L
U T S R Q P O N M
V
W X Y Z AA AB
7x10
6x8 7x10 6x8
7x10
4x12
7x10 2x4
4x5
4x5 4x5 7x10
4x5 2x4
4x8 4x5 7x10
4x5
2x4
4x12
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
19-6-4
3-0-4
25-7-13
6-1-9
30-2-12
4-6-15
34-9-10
4-6-15
40-3-10
5-6-0
47-9-2
7-5-8
50-10-2
3-1-0
51-3-10
0-5-8
-2-0-0
2-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
21-0-15
4-6-15
25-7-13
4-6-15
30-2-12
4-6-15
34-9-10
4-6-15
40-3-10
5-6-0
47-9-2
7-5-8
50-10-2
3-1-0
51-3-10
0-5-8
1-
0
-
0
12
-
0
-
0
12
-
8
-
1
5
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-3], [B:0-0-2,0-3-11], [B:0-0-1,0-0-1], [C:0-5-0,0-4-8], [E:0-5-4,0-3-8], [F:0-5-0,0-4-8], [I:0-5-4,0-3-8], [J:0-5-0,0-4-8], [L:Edge,0-0-3],
[L:0-0-2,0-5-11], [L:0-0-1,0-0-1], [N:0-5-0,0-4-8], [Q:0-5-0,0-4-8], [T:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.31
0.29
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.07
0.03
0.03
(loc)
N
M-N
L
N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 905 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W11,W9,W12: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x6 DF SS or 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-I.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: R-S,Q-R.
REACTIONS.(lb/size)B=928/0-3-8 (min. 0-1-8), R=3141/0-5-8 (min. 0-1-11), L=3158/0-5-8 (min. 0-1-11)
Max Horz B=316(LC 7)
Max UpliftB=-193(LC 24), R=-438(LC 8), L=-663(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-905/139, C-D=-454/146, D-E=-18/340, E-F=-6/435, F-G=-431/270,
G-H=-844/338, H-I=-845/338, I-J=-1431/416, J-K=-2183/465, K-V=-3208/665,
L-V=-4357/882
BOT CHORD B-U=-222/741, T-U=-222/740, T-W=-155/411, S-W=-155/411, R-S=-250/308,
R-X=-241/284, X-Y=-241/284, Q-Y=-241/284, Q-Z=-111/517, P-Z=-111/517,
P-AA=-79/1073, O-AA=-79/1073, O-AB=-174/1659, N-AB=-174/1659, M-N=-582/3006,
L-M=-582/3006
WEBS C-T=-416/202, D-T=-77/440, D-S=-779/312, E-S=-200/604, E-R=-1068/280,
F-R=-1933/405, F-Q=-252/1577, G-Q=-1415/280, G-P=-199/1140, H-P=-407/160,
I-P=-655/168, I-O=-273/983, J-O=-1027/389, J-N=-110/657, K-N=-1441/459,
K-M=-15/440
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
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 ; 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 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.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint B, 438 lb
uplift at joint R and 663 lb uplift at joint L.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
20-010381T
Truss
E2GD
Truss Type
Piggyback Base Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:41 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-4hyzVW4EyDnTWBmPNloBniwj9Uy1lw8NuPL_t?zv8Q4
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1000 lb down and 235 lb up at 48-7-0 on top chord, and
315 lb down and 58 lb up at 47-9-2 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=-86, E-I=-86, I-V=-86, L-V=-286(F=-200), B-L=-16
Concentrated Loads (lb)
Vert: M=-315(B) V=-1000(F)
Job
20-010381T
Truss
E3
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-YtWLjs4sjXvK8KLcxSJQJvSsFtG_UMYW634YQRzv8Q3
Scale = 1:92.7
T2
T3
T5
B1 W11
W8
W6 W2
W5 W3
W1 W2
W4
W2 W7
W9HW1 W12
W10
T4
B4B3B2
A
B
C
D
E F G H
I
J
Q P O N M L KRSTUVW
6x8 7x10
6x8
5x6
4x12
4x5
4x5
5x6
7x10
4x5
3x6 6x8
2x4
4x8 5x6
4x5
3x6 3x4
8-1-8
8-1-8
16-3-0
8-1-8
19-3-4
3-0-4
28-5-7
9-2-3
34-6-10
6-1-3
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
5-5-0
5-5-0
10-10-0
5-5-0
16-3-0
5-5-0
22-4-3
6-1-3
28-5-7
6-1-3
34-6-10
6-1-3
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
1-
2
-
0
12
-
0
-
0
3-
5
-
5
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [A:0-7-6,Edge], [C:0-5-0,0-4-8], [E:0-5-4,0-3-8], [F:0-5-0,0-4-8], [H:0-5-4,0-3-8], [M:0-3-0,0-3-0], [O:0-4-0,Edge], [Q:0-3-0,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.41
0.43
0.80
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.34
0.03
0.02
(loc)
N-O
N-O
K
P-Q
l/defl
>999
>997
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 362 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W11,W9,W12,W10: 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-4-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: O-P.
WEBS 1 Row at midpt D-P, E-O, F-O, G-N, H-N, I-M
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=790/Mechanical, O=2735/0-5-8 (min. 0-2-15), K=1294/Mechanical
Max Horz A=294(LC 5)
Max UpliftA=-131(LC 8), O=-402(LC 5), K=-240(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-960/145, B-C=-739/164, C-D=-712/190, E-F=-17/369, F-G=-571/270,
G-H=-572/270, H-I=-1039/306, I-J=-1167/242, J-K=-1249/261
BOT CHORD A-Q=-303/782, Q-R=-138/433, R-S=-138/433, P-S=-138/433, N-V=-64/724,
M-V=-64/724, M-W=-118/894, L-W=-118/894
WEBS C-Q=-330/229, D-Q=-127/527, D-P=-742/327, E-P=-225/689, E-O=-1133/302,
F-O=-1564/350, F-N=-137/1066, G-N=-527/212, H-N=-378/106, H-M=-119/427,
I-M=-341/220, I-L=-320/117, J-L=-124/966
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint A, 402 lb
uplift at joint O and 240 lb uplift at joint K.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
E4-Cond1
Truss Type
PIGGYBACK BASE STRUC COMMON
Qty
6
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-UGe58Y66F891NeV_3tLuPKXCih?QyLTpaNZfUKzv8Q1
Scale: 1/8"=1'
T2
T3
T5
B1
W11
W8
W7 W1 W2 W1
W3
W5
W9
W14 W12 W13
W10
T1
T4
B4B2
W4W6
B3
A
B
C
D E F G
H
I
Q P O M
L
K JRSTNUVW
X
7x10
7x10 6x8
5x6
4x5
7x10
4x5
7x10 7x10
4x5
7x10
4x5
4x5
7x10
3x4
8-1-8
8-1-8
14-11-4
6-9-12
16-3-0
1-3-12
17-2-0
0-11-0
19-1-4
1-11-4
22-4-3
3-2-15
33-1-2
10-8-15
33-3-14
0-2-12
34-6-10
1-2-12
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
5-5-0
5-5-0
10-10-0
5-5-0
16-3-0
5-5-0
22-4-3
6-1-3
28-5-7
6-1-3
34-6-10
6-1-3
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
1-
2
-
0
12
-
0
-
0
3-
5
-
5
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [A:0-3-8,0-2-8], [A:0-1-12,0-1-3], [B:0-5-0,0-4-8], [D:0-7-0,0-3-8], [E:0-5-0,0-4-8], [G:0-5-0,0-3-8], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8], [O:0-5-0
,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.42
0.24
0.45
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.19
0.01
0.01
(loc)
L-M
L-M
J
L-M
l/defl
>999
>916
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 384 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W11,W9,W14,W12,W13,W10: 2x4 DF Stud/Std
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt C-O, E-M, F-L, H-L, G-L, D-O
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 14-3-8 except (jt=length) O=4-5-8, O=4-5-8, Q=Mechanical, N=0-3-8.
(lb) - Max Horz Q=274(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) J, Q, N except O=-351(LC 8), L=-289(LC 4), K=-136(LC 9)
Max Grav All reactions 250 lb or less at joint(s) N except O=1645(LC 15), O=1642(LC 1), L=1651(LC 1),
L=1651(LC 1), K=501(LC 16), J=296(LC 1), Q=710(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-358/103, B-C=-598/131, C-D=-67/256, D-E=-265/189, E-F=-260/186,
G-H=-39/301, A-Q=-337/120, I-J=-250/63
BOT CHORD P-Q=-238/662, P-R=-129/305, R-S=-129/305, O-S=-129/305
WEBS B-P=-348/241, C-P=-133/493, C-O=-718/331, D-M=-124/550, E-M=-538/212,
F-M=-20/279, F-L=-825/262, H-K=-361/165, B-Q=-490/47, G-L=-562/92,
D-O=-963/212
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
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) J, Q, N
except (jt=lb) O=351, L=289, K=136.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
E4-Cond2
Truss Type
PIGGYBACK BASE STRUC COMMON
Qty
6
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-UGe58Y66F891NeV_3tLuPKXCmh?PyLApaNZfUKzv8Q1
Scale: 1/8"=1'
T2
T3
T5
B1
W11
W8
W7 W1 W2 W1
W3
W5
W9
W14 W12 W13
W10
T1
T4
B4B2
W4W6
B3
A
B
C
D E F G
H
I
P O N M L K JQRSTUVW
7x10
7x10
6x8
5x6
7x10
7x10
4x5
7x10
4x5
4x5
4x5
7x10
3x4 4x5 7x10
8-1-8
8-1-8
14-11-4
6-9-12
16-3-0
1-3-12
17-2-0
0-11-0
19-1-4
1-11-4
22-4-3
3-2-15
33-1-2
10-8-15
33-3-14
0-2-12
34-6-10
1-2-12
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
5-5-0
5-5-0
10-10-0
5-5-0
16-3-0
5-5-0
22-4-3
6-1-3
28-5-7
6-1-3
34-6-10
6-1-3
40-11-10
6-5-0
46-11-2
5-11-8
47-4-10
0-5-8
1-
2
-
0
12
-
0
-
0
3-
5
-
5
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [A:0-3-8,0-2-8], [A:0-1-12,0-1-3], [B:0-5-0,0-4-8], [D:0-7-0,0-3-8], [E:0-5-0,0-4-8], [G:0-5-0,0-3-8], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8], [O:0-5-0
,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.41
0.24
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.19
0.01
0.01
(loc)
L-M
L-M
J
M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
Weight: 384 lb FT = 20%
GRIP
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W11,W9,W14,W12,W13,W10: 2x4 DF Stud/Std
[MCT]BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: M-N.
WEBS 1 Row at midpt C-N, E-M, F-L, H-L, G-L, D-N
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings Mechanical except (jt=length) N=0-5-8, L=0-5-8.
(lb) - Max Horz P=274(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) P except J=-105(LC 9), N=-358(LC 8), L=-315(LC 4)
Max Grav All reactions 250 lb or less at joint(s) except J=509(LC 1), P=700(LC 1), N=1673(LC 1),
L=1922(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-357/103, B-C=-581/126, C-D=-48/271, F-G=-6/271, G-H=-15/338,
H-I=-357/103, A-P=-336/120, I-J=-461/126
BOT CHORD O-P=-237/651, O-Q=-133/293, Q-R=-133/293, N-R=-133/293
WEBS B-O=-349/241, C-O=-132/494, C-N=-719/330, D-M=-131/536, E-M=-538/212,
F-M=-23/303, F-L=-859/264, H-L=-586/276, B-P=-474/43, G-L=-591/95,
D-N=-968/221
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
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) P
except (jt=lb) J=105, N=358, L=315.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
E5GD
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-urJEmZ8_Y3XcE6DZk?ub0y9eHuy?9agFGKoJ5fzv8Q_
Scale = 1:73.1
T1
T2
T4
B1
W3 W1 W2 W1
W2
W1 W4
W6 W9
W10 W11
W8
W13
W12
T3
T5
B3B2
W7 W5
A
B C D E F
G
H
I
S R Q P O N L K JTUVWXYZAAABACADAEMAFAGAHAI
4x5
12x12
8x12 MT20HS
8x12 12x12 10x16
5x6 5x8
4x12
1.5x4
12x16 MT18HS
5x6
5x6
7x10
12x12 5x12 MT20HS
6x8
1-10-8
1-10-8
6-6-4
4-7-13
11-0-5
4-6-1
15-6-5
4-6-1
19-0-2
3-5-13
20-2-2
1-2-0
20-8-6
0-6-4
22-8-2
1-11-12
24-10-10
2-2-8
29-7-2
4-8-8
33-10-2
4-3-0
34-3-10
0-5-8
1-10-8
1-10-8
6-6-4
4-7-13
11-0-5
4-6-1
15-6-5
4-6-1
20-2-2
4-7-13
24-10-10
4-8-8
29-7-2
4-8-8
33-10-2
4-3-0
34-3-10
0-5-8
10
-
9
-
0
12
-
0
-
0
2-
7
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-1-15,Edge], [C:0-3-0,0-3-0], [F:0-7-4,0-1-0], [H:0-5-0,0-4-8], [J:Edge,0-3-8], [K:0-3-8,0-7-8], [N:0-8-0,0-7-8], [O:0-3-0,0-7-8], [O:0-0-0
,0-4-10], [P:0-1-12,0-0-0], [Q:0-7-8,0-2-0], [S:0-4-12,0-5-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.71
0.51
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.20
0.02
0.06
(loc)
P-Q
P-Q
J
Q
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
MT18HS
Weight: 851 lb FT = 20%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T2,T3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
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*
W10,W11,W13,W12: 2x4 DF Stud/Std
W8: 2x10 DF 1950F 1.7E or 2x10 DF SS
W7,W5: 2x6 DF 1800F 1.6E or 2x6 DF SS
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): B-F.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: N-P.
WEBS 1 Row at midpt D-P, A-S, B-S, F-N
REACTIONS.All bearings 3-11-8 except (jt=length) S=1-1-8, J=0-5-8, M=0-3-8.
(lb) - Max Horz S=-358(LC 24)
Max Uplift All uplift 100 lb or less at joint(s) except S=-1947(LC 5), N=-3000(LC 4), J=-2138(LC 9),
M=-1395(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except S=12072(LC 1), N=16358(LC 1), N=16358(LC 1),
J=6393(LC 1), M=4308(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-513/93, B-C=-4207/630, C-D=-4207/630, D-E=-2549/353, E-F=-2552/352,
F-G=-533/68, G-H=-2712/713, H-I=-5277/1732, A-S=-609/112, I-J=-4914/1611
BOT CHORD S-T=-291/1131, T-U=-291/1131, U-V=-291/1131, R-V=-291/1131, R-W=-687/4352,
W-X=-687/4352, X-Y=-687/4352, Q-Y=-687/4352, Q-Z=-687/4352, Z-AA=-687/4352,
AA-AB=-687/4352, P-AB=-687/4352, O-P=-625/494, O-AC=-625/494, N-AC=-625/494,
N-AD=-617/2212, AD-AE=-617/2212, M-AE=-617/2212, L-M=-617/2212,
L-AF=-1369/4286, AF-AG=-1369/4286, K-AG=-1369/4286
WEBS B-R=-1201/8188, C-R=-409/160, D-R=-398/54, D-Q=-633/4579, D-P=-4934/815,
E-P=-361/170, F-P=-1349/8409, G-N=-3161/1239, G-L=-1305/3307,
H-L=-3044/1437, H-K=-1496/3310, I-K=-1435/4523, B-S=-7354/1117,
F-N=-8022/1346
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at
0-9-0 oc.
Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 ; 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, with BCDL = 8.0psf.
Continued on page 2
Job
20-010381T
Truss
E5GD
Truss Type
Roof Special Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:48 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-M1tczv9dJNfTsFomIjQqZAio1IIEu1wPV_Xsc5zv8Pz
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1947 lb uplift at joint S, 3000 lb uplift at joint N, 2138 lb uplift at joint J
and 1395 lb uplift at joint M.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2229 lb down and 525 lb up at 20-7-4, 2229 lb down and
525 lb up at 22-7-4, 2229 lb down and 525 lb up at 0-4-10, 2229 lb down and 328 lb up at 2-7-4, 2229 lb down and 328 lb up at 4-7-4, 2229 lb down and 328
lb up at 6-7-4, 2229 lb down and 328 lb up at 8-7-4, 2229 lb down and 328 lb up at 10-7-4, 2229 lb down and 328 lb up at 12-7-4, 2229 lb down and 328 lb up
at 14-7-4, 2229 lb down and 328 lb up at 16-7-4, 2229 lb down and 328 lb up at 18-7-4, 1524 lb down and 498 lb up at 24-7-4, 1541 lb down and 498 lb up at
26-7-4, 1541 lb down and 498 lb up at 28-7-4, and 2814 lb down and 1477 lb up at 30-6-10, and 1440 lb down and 441 lb up at 33-1-10 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-B=-86, B-F=-86, F-I=-86, J-S=-16
Concentrated Loads (lb)
Vert: S=-2229(F) R=-2229(B) N=-2229(B) L=-1519(B) M=-2229(F) U=-2229(B) V=-2229(B) X=-2229(B) Y=-2229(B) Z=-2229(B) AB=-2229(B)
AC=-2229(B) AD=-2229(F) AF=-1519(B) AG=-1519(B) AH=-2814(B) AI=-1440(F)
Job
20-010381T
Truss
EED
Truss Type
PIGGYBACK BASE STRUC l l
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-rDR_BFAF4hnKUPNyrQx36NFwmiX5dVLYjeHP8Xzv8Py
Scale = 1:101.8
T2
T3
T5
B1
W8
W5
W2
W4
W2
W1
W3 W2 W6
W7 W10
W12
W9
W13
W11
T1
T4
T6
B5B4B3B2
A
B
C D E F
G
H
I
J
R Q P N M L K
S
T O
U V W X Y
7x10
6x8
3x6 5x8
7x10
3x8 7x10
7x10 4x5
7x10
4x5
5x6
10x16
6x8
12x12
7-10-3
7-10-3
15-8-6
7-10-3
18-7-14
2-11-8
21-9-9
3-1-11
34-0-0
12-2-7
42-3-0
8-3-0
50-0-8
7-9-8
50-6-0
0-5-8
7-10-3
7-10-3
15-8-6
7-10-3
21-9-9
6-1-3
27-10-13
6-1-3
34-0-0
6-1-3
39-6-0
5-6-0
45-0-0
5-6-0
50-0-8
5-0-8
50-6-0
0-5-8
52-6-0
2-0-0
1-
6
-
7
12
-
0
-
0
12
-
1
0
-
1
0
1-
0
-
0
12
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-5-0,0-4-8], [C:0-7-0,0-3-8], [D:0-5-0,0-4-8], [F:0-5-0,0-3-8], [H:0-5-0,0-5-0], [I:0-1-12,0-1-3], [K:Edge,0-3-8], [L:0-3-0,0-3-0], [P:0-4-0,0-3-4]
, [Q:0-3-8,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.91
0.91
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.65
-0.98
0.09
0.07
(loc)
M-N
M-N
K
L-M
l/defl
>578
>386
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 365 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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,W10,W12,W13,W11: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C-F.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt B-P, C-N, D-N, E-N, G-M, H-K
2 Rows at 1/3 pts C-P
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 18-11-6 except (jt=length) K=0-5-8, O=0-3-8.
(lb) - Max Horz R=-334(LC 22)
Max Uplift All uplift 100 lb or less at joint(s) except R=-597(LC 32), P=-679(LC 25), Q=-387(LC 30),
K=-801(LC 33), O=-130(LC 15)
Max Grav All reactions 250 lb or less at joint(s) O except R=693(LC 49), P=2929(LC 20), Q=827(LC 47),
K=2244(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-889/843, B-C=-811/881, C-D=-948/689, D-E=-811/508, E-F=-1412/535,
F-G=-1907/661, G-S=-2312/786, H-S=-2720/931, H-I=-675/272, A-R=-644/623,
I-K=-744/314
BOT CHORD Q-R=-867/971, Q-T=-290/375, P-T=-814/859, O-P=-821/959, O-U=-821/959,
N-U=-821/959, N-V=-752/1516, V-W=-752/1516, M-W=-752/1516, M-X=-688/2148,
X-Y=-688/2148, L-Y=-688/2148, K-L=-752/2330
WEBS B-Q=-657/535, B-P=-533/518, C-P=-2426/506, C-N=-409/1949, D-N=-522/218,
E-N=-1126/289, E-M=-174/601, F-M=-147/577, G-M=-908/396, G-L=-164/392,
H-L=-275/270, A-Q=-767/753, H-K=-2400/827
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint R, 679 lb
uplift at joint P, 387 lb uplift at joint Q, 801 lb uplift at joint K and 130 lb uplift at joint O.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to
resist drag loads along bottom chord from 0-0-0 to 19-0-14 for 78.6 plf.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 133
lb up at 41-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2
Job
20-010381T
Truss
EED
Truss Type
PIGGYBACK BASE STRUC l l
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:50 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-JQ?NObBtr_vB5Zy8P8SIebn5W6tKMybiyI0zh_zv8Px
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-86, C-F=-86, F-I=-86, I-J=-86, K-R=-16
Concentrated Loads (lb)
Vert: S=-407
Job
20-010381T
Truss
HF
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-ncZlcxBVcI22jjXKzrzXBoKUdWRb5bCrBymWDQzv8Pw
Scale = 1:26.5
T1 T1
B1
ST2
ST1 ST1
A
B
C
D
E
H G F2x4
4x5
2x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
7-8-3
7-8-3
8-1-11
0-5-8
4-0-14
4-0-14
7-8-3
3-7-6
8-1-11
0-5-8
4-
3
-
8
12.65 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.05
0.02
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 35 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 8-1-11.
(lb) - Max Horz A=-104(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-162(LC 8), F=-162(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E
except (jt=lb) H=162, F=162.
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
20-010381T
Truss
HF2
Truss Type
Lay-In Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Fo77pHC7NcAvLt6XXZUmj0teQvmUq32?QcV4lszv8Pv
Scale = 1:22.6
T1 T1
B1
ST1
A
B
C
D2x4
4x5
2x4 1.5x4
0-0-3
0-0-3
5-4-13
5-4-10
5-10-5
0-5-8
2-11-3
2-11-3
5-4-13
2-5-11
5-10-5
0-5-8
0-
0
-
4
3-
6
-
4
0-
0
-
4
14.42 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.11
0.04
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
C
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 23 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 5-10-5 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)A=179/5-9-15 (min. 0-1-8), C=179/5-9-15 (min. 0-1-8), D=176/5-9-15 (min. 0-1-8)
Max Horz A=-87(LC 4)
Max UpliftA=-52(LC 9), C=-45(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end
zone; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C.
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
20-010381T
Truss
J1
Truss Type
Jack-Closed
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-j_gV1dDl8vImy1hj4G??GDPguJ3?ZVV8eGFdHJzv8Pu
Scale = 1:27.9
W3
T1
W1
B1
W2
A
B
C
D
G
F
E
1.5x4
5x6
1.5x4
5x6
6-0-0
6-0-0
-2-0-0
2-0-0
5-6-8
5-6-8
6-0-0
0-5-8
1-
0
-
0
5-
0
-
0
5-
8
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.64
0.21
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
-0.00
0.00
(loc)
F-G
F-G
F
G
l/defl
>999
>752
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 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=512/0-5-8 (min. 0-1-8), F=277/Mechanical
Max Horz G=210(LC 8)
Max UpliftG=-60(LC 8), F=-138(LC 8)
Max GravG=512(LC 1), F=281(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-468/83
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; cantilever left and right exposed ; 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) 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) G
except (jt=lb) F=138.
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
20-010381T
Truss
J1B
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-BBEtEzENuDQdaAGve_WEpRyqBjPeIz?Htw_Aqlzv8Pt
Scale = 1:20.3
W1
T1
B1
A
B
E
C
D3x4
3x6
3-11-11
3-11-11
-2-0-0
2-0-0
3-6-3
3-6-3
3-11-11
0-5-8
1-
0
-
0
3-
7
-
1
3
4-
4
-
0
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.74
0.25
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.03
0.02
-0.04
0.01
(loc)
D-E
D-E
C
D-E
l/defl
>999
>999
n/a
>999
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 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 3-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)E=440/0-5-8 (min. 0-1-8), C=115/Mechanical, D=21/Mechanical
Max Horz E=154(LC 8)
Max UpliftE=-66(LC 8), C=-83(LC 8), D=-12(LC 14)
Max GravE=510(LC 14), C=119(LC 16), D=61(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-438/99
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; cantilever left and right exposed ; 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) 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) E, C, D.
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
20-010381T
Truss
J1C
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-fNoGRJE0fWYUCKq6Ch2TLeV177m?1QFR6akkMBzv8Ps
Scale = 1:14.3
W1
T1
B1
A
B
E
C
D
3x4
3x6
1-11-11
1-11-11
-2-0-0
2-0-0
1-6-3
1-6-3
1-11-11
0-5-8
1-
0
-
0
2-
3
-
1
3
3-
0
-
0
1-
1
0
-
9
2-
3
-
1
3
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.60
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.02
0.00
(loc)
D-E
D-E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 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 1-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)E=402/0-5-8 (min. 0-1-8), C=-6/Mechanical, D=-19/Mechanical
Max Horz E=101(LC 8)
Max UpliftE=-79(LC 8), C=-128(LC 14), D=-56(LC 14)
Max GravE=589(LC 14), C=15(LC 4), D=24(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-505/94
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; cantilever left and right exposed ; 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) 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) E, D
except (jt=lb) C=128.
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
20-010381T
Truss
J1D
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-7ZMefeFeQqgKqUPImOZius1CtX6EmtVaKETHudzv8Pr
Scale = 1:14.3
W1
T1
B1
A
B
E
C
D
3x4
3x6
1-11-11
1-11-11
-2-0-0
2-0-0
1-6-3
1-6-3
1-11-11
0-5-8
1-
0
-
0
2-
3
-
1
3
3-
0
-
0
1-
1
0
-
9
2-
3
-
1
3
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.60
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.02
0.00
(loc)
D-E
D-E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 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 1-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)E=402/0-5-8 (min. 0-1-8), C=-6/Mechanical, D=-19/Mechanical
Max Horz E=101(LC 8)
Max UpliftE=-79(LC 8), C=-128(LC 14), D=-56(LC 14)
Max GravE=589(LC 14), C=15(LC 4), D=24(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-505/94
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; cantilever left and right exposed ; 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) 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) E, D
except (jt=lb) C=128.
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
20-010381T
Truss
J3
Truss Type
Jack-Open
Qty
18
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-cmw0s_GGB8oBRe_UJ64xQ3aQswSiVJVkZuDrQ4zv8Pq
Scale = 1:27.5
W3
T1
B1
W1
W2
A
B
C
D
G
F
E
1.5x4
5x6
3x6
2x4
4-10-4
4-10-4
5-3-12
0-5-8
-2-8-4
2-8-4
4-10-4
4-10-4
5-3-12
0-5-8
1-
5
-
8
5-
0
-
0
5-
8
-
1
5
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.39
0.16
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
-0.00
0.00
(loc)
F-G
F-G
F
G
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 5-3-12 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)G=566/0-3-8 (min. 0-1-8), F=206/Mechanical
Max Horz G=206(LC 8)
Max UpliftG=-73(LC 8), F=-125(LC 8)
Max GravG=654(LC 14), F=219(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-615/94
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; cantilever left and right exposed ; 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) 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) G
except (jt=lb) F=125.
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
20-010381T
Truss
J3B
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:58 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-4yUO4KHuyRw23oZhtpbAzH7aFKoYEn?toYyOzWzv8Pp
Scale = 1:20.5
W1
T1
B1
A
B
E
C
D
3x4
3x6
3-2-6
3-2-6
-2-8-4
2-8-4
2-8-14
2-8-14
3-2-6
0-5-8
1-
5
-
8
3-
7
-
1
4-
4
-
1
2-
1
1
-
8
3-
7
-
1
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.48
0.12
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
-0.03
0.01
(loc)
D-E
D-E
C
D-E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 3-2-6 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=516/0-3-8 (min. 0-1-8), C=24/Mechanical, D=11/Mechanical
Max Horz E=148(LC 8)
Max UpliftE=-86(LC 8), C=-162(LC 14), D=-5(LC 8)
Max GravE=706(LC 14), C=39(LC 16), D=47(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-655/116
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; cantilever left and right exposed ; 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) 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) E, D
except (jt=lb) C=162.
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
20-010381T
Truss
J3C
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:12:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Y82mHgIWjl2vhy8tRX6PWUfnZk9nzEF01CixVyzv8Po
Scale = 1:14.3
W1T1
B1
A
B
E
C
D2x4
3x4
1-2-6
1-2-6
-2-8-4
2-8-4
0-8-14
0-8-14
1-2-6
0-5-8
1-
5
-
8
2-
3
-
1
3-
0
-
1
1-
7
-
8
2-
3
-
1
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.38
0.06
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.01
0.00
(loc)
E
E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 1-2-6 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=636/0-3-8 (min. 0-1-8), C=-269/Mechanical, D=-15/Mechanical
Max Horz E=95(LC 8)
Max UpliftE=-140(LC 8), C=-561(LC 14), D=-35(LC 14)
Max GravE=1075(LC 14), C=70(LC 8), D=13(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-1023/179, B-C=-320/38
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; cantilever left and right exposed ; 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) 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) D
except (jt=lb) E=140, C=561.
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
20-010381T
Truss
J3D
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-0Lb9V0I8U3AmI6j3?Ede2iCu98LqihhAFsRV1Pzv8Pn
Scale = 1:14.0
W2
T1
B1
W1
A
B
F
E
C
D
1.5x4
5x6
1.5x4
0-8-3
0-8-3
0-9-15
0-1-12
1-10-10
1-0-11
-2-0-0
2-0-0
1-5-2
1-5-2
1-10-10
0-5-8
1-
0
-
0
2-
3
-
1
2-
1
1
-
5
1-
9
-
1
4
2-
3
-
1
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.65
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.01
-0.08
-0.00
(loc)
D-E
D-E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 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 1-10-10 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)C=-49/Mechanical, D=-356/Mechanical, E=773/0-3-8 (min. 0-1-8)
Max Horz E=99(LC 8)
Max UpliftC=-210(LC 14), D=-536(LC 14), E=-154(LC 8)
Max GravC=27(LC 12), D=36(LC 8), E=1149(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-585/39
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; cantilever left and right exposed ; 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) 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) C=210, D=536, E=154.
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
20-010381T
Truss
J3E
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:01 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-UX9XiMJmFMIdwFIFYy9tbvl3YYigR7VJUWB2Zrzv8Pm
Scale = 1:20.1
W2
T1
B1W1
A
B
F
E
C
D1.5x4
5x6
1.5x4
0-8-3
0-8-3
0-9-15
0-1-12
3-10-10
3-0-11
-2-0-0
2-0-0
3-5-2
3-5-2
3-10-10
0-5-8
1-
0
-
0
3-
7
-
1
4-
3
-
5
3-
1
-
1
4
3-
7
-
1
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.60
0.61
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.04
0.04
-0.13
-0.00
(loc)
D-E
D-E
C
D-E
l/defl
>970
>861
n/a
>999
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 3-10-10 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)C=100/Mechanical, D=-97/Mechanical, E=564/0-3-8 (min. 0-1-8)
Max Horz E=152(LC 8)
Max UpliftC=-76(LC 14), D=-119(LC 14), E=-85(LC 8)
Max GravC=103(LC 16), D=25(LC 3), E=660(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-482/0
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; cantilever left and right exposed ; 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) 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) C, E
except (jt=lb) D=119.
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
20-010381T
Truss
J4
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-yjjvviKP0gQUYPtS6fg677HEPx5mAa2TjAwb6Hzv8Pl
Scale = 1:35.1
W4
T1
B1
W1
W2W3
A
B
C
D E
H GF3x4
1.5x4
1.5x4
3x6
4x12
7-6-8
7-6-8
8-0-0
0-5-8
-2-0-0
2-0-0
3-6-10
3-6-10
7-6-8
3-11-14
8-0-0
0-5-8
1-
0
-
0
6-
4
-
0
7-
0
-
3
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.59
0.43
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.31
0.00
0.00
(loc)
G-H
G-H
G
H
l/defl
>526
>292
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 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 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)H=606/0-3-8 (min. 0-1-8), G=387/Mechanical
Max Horz H=264(LC 8)
Max UpliftH=-64(LC 8), G=-182(LC 8)
Max GravH=606(LC 1), G=388(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-H=-505/190
WEBS C-G=-256/197, C-H=-296/68
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; cantilever left and right exposed ; 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) 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) H
except (jt=lb) G=182.
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
20-010381T
Truss
J4A
Truss Type
Jack-Open
Qty
3
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-QwHH72L1n_YL9ZSegNBLgKqPPLUGv2Lcxqg9ejzv8Pk
Scale = 1:27.4
W4
T1
B1
W1
W3 W2
A
B
C
D
G
F
E
3x4
1.5x4
3x4
3x6
4x5
5-6-3
5-6-3
5-11-11
0-5-8
-2-0-0
2-0-0
2-8-9
2-8-9
5-6-3
2-9-10
5-11-11
0-5-8
1-
0
-
0
4-
1
1
-
1
3
5-
8
-
0
4-
6
-
9
4-
1
1
-
1
3
8.00 12
Plate Offsets (X,Y)-- [D:0-3-7,0-0-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.22
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
-0.00
0.00
(loc)
F-G
F-G
D
G
l/defl
>999
>744
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 37 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 5-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)G=513/0-3-8 (min. 0-1-8), D=122/Mechanical, F=128/Mechanical
Max Horz G=203(LC 8)
Max UpliftG=-66(LC 8), D=-70(LC 8), F=-55(LC 8)
Max GravG=513(LC 1), D=122(LC 1), F=137(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-552/187
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; cantilever left and right exposed ; 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) 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) G, D, F.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
20-010381T
Truss
J4B
Truss Type
Jack-Open
Qty
3
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-v6rfKOLfYHgCnj1qE4iaDYMZrlsdeVamAUPiAAzv8Pj
Scale = 1:20.3
W3
T1
B1
W1
W2
A
B
C
F
E
D
1.5x4
5x6
3x4
3x6
3-6-3
3-6-3
3-11-11
0-5-8
-2-0-0
2-0-0
3-6-3
3-6-3
3-11-11
0-5-8
1-
0
-
0
3-
7
-
1
3
4-
4
-
0
0-
5
-
3
3-
2
-
9
3-
7
-
1
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8], [C:0-3-7,0-0-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.60
0.08
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
-0.00
0.00
(loc)
E-F
E-F
C
F
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 25 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 3-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)F=433/0-3-8 (min. 0-1-8), C=93/Mechanical, E=33/Mechanical
Max Horz F=149(LC 8)
Max UpliftF=-66(LC 8), C=-80(LC 14), E=-15(LC 8)
Max GravF=513(LC 14), C=96(LC 16), E=74(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-485/81
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; cantilever left and right exposed ; 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) 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) F, C, E.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
20-010381T
Truss
J4C
Truss Type
Jack-Open
Qty
3
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-NIP2YjMHJbo3Ptb1nnDpllvkc9ALNykvP89Gjczv8Pi
Scale = 1:14.3
W1
T1
B1
A
B
E
C
D3x4
3x6
1-11-11
1-11-11
-2-0-0
2-0-0
1-6-3
1-6-3
1-11-11
0-5-8
1-
0
-
0
2-
3
-
1
3
3-
0
-
0
1-
1
0
-
9
2-
3
-
1
3
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.60
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.02
0.00
(loc)
D-E
D-E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 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 1-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)E=402/0-3-8 (min. 0-1-8), C=-6/Mechanical, D=-19/Mechanical
Max Horz E=101(LC 8)
Max UpliftE=-79(LC 8), C=-128(LC 14), D=-56(LC 14)
Max GravE=589(LC 14), C=15(LC 4), D=24(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-505/94
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; cantilever left and right exposed ; 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) 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) E, D
except (jt=lb) C=128.
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
20-010381T
Truss
J4D
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-rVzQl3Nv4vww01ADLVk2IzSvfZQ86P32eoupF2zv8Ph
Scale = 1:14.3
W2
T1
B1
W1
A
B
F
E
C
D
1.5x4
5x6
3x4
0-8-3
0-8-3
0-9-15
0-1-12
1-11-11
1-1-12
-2-0-0
2-0-0
1-6-3
1-6-3
1-11-11
0-5-8
1-
0
-
0
2-
3
-
1
3
3-
0
-
0
1-
1
0
-
9
2-
3
-
1
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.53
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
-0.06
-0.00
(loc)
D-E
D-E
C
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 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 1-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)C=-39/Mechanical, D=-228/Mechanical, E=645/0-3-8 (min. 0-1-8)
Max Horz E=101(LC 8)
Max UpliftC=-198(LC 14), D=-342(LC 14), E=-126(LC 8)
Max GravC=23(LC 12), D=12(LC 8), E=946(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-575/15
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; cantilever left and right exposed ; 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) 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) C=198, D=342, E=126.
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
20-010381T
Truss
J4E
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-JhXozPOXrC3neAlPvCFHqA_4Oym_rqqCsSeMnVzv8Pg
Scale = 1:20.3
W3
T1
B1
W1
W2
A
B
C
G
F
D
E1.5x4
5x6
3x4
1.5x4
0-8-3
0-8-3
3-6-3
2-10-0
3-11-11
0-5-8
-2-0-0
2-0-0
3-6-3
3-6-3
3-11-11
0-5-8
1-
0
-
0
3-
7
-
1
3
4-
4
-
0
3-
2
-
9
3-
7
-
1
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.55
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.04
0.04
-0.11
-0.00
(loc)
E-F
E-F
D
E-F
l/defl
>939
>911
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 18 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 3-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)D=69/Mechanical, E=-32/Mechanical, F=538/0-3-8 (min. 0-1-8)
Max Horz F=154(LC 8)
Max UpliftD=-71(LC 8), E=-92(LC 14), F=-81(LC 8)
Max GravD=79(LC 16), E=39(LC 3), F=624(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-521/15
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; cantilever left and right exposed ; 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) 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) D, E, F.
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
20-010381T
Truss
J4F
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-nt4AAlP9bWBdGKKcTwnWNOXF8M5iaHbL56NwJxzv8Pf
Scale = 1:27.0
W3
T1
B1
W1
W2
A
B
C
G
F
D
E1.5x4
5x6
3x4
1.5x4
0-8-3
0-8-3
5-6-3
4-10-0
5-11-11
0-5-8
-2-0-0
2-0-0
5-6-3
5-6-3
5-11-11
0-5-8
1-
0
-
0
4-
1
1
-
1
3
5-
8
-
0
4-
6
-
9
4-
1
1
-
1
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.58
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.11
0.09
-0.15
0.04
(loc)
E-F
E-F
D
E-F
l/defl
>579
>673
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 24 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 5-11-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)D=165/Mechanical, E=22/Mechanical, F=593/0-3-8 (min. 0-1-8)
Max Horz F=209(LC 8)
Max UpliftD=-119(LC 8), E=-29(LC 14), F=-75(LC 8)
Max GravD=170(LC 16), E=79(LC 3), F=593(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-509/27
WEBS C-F=-388/75, B-F=-105/315
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; cantilever left and right exposed ; 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) 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) E, F
except (jt=lb) D=119.
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
20-010381T
Truss
J4G
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-F3eYN5PoMqJUtUvo0dIlvb4QMmWkJktVKm7TsNzv8Pe
Scale = 1:35.4
W5
T1
B1W4
W1
W3 W2
A
B
C
D
E
I H G F1.5x4
5x6
3x4
1.5x4
3x4
3x6
0-8-3
0-8-3
0-9-15
0-1-12
7-6-8
6-8-9
8-0-0
0-5-8
-2-0-0
2-0-0
3-6-0
3-6-0
7-6-8
4-0-8
8-0-0
0-5-8
1-
0
-
0
6-
4
-
0
7-
0
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.61
0.28
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
-0.00
0.04
(loc)
G-H
G-H
F
G-H
l/defl
>999
>646
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 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 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)F=316/Mechanical, H=676/0-3-8 (min. 0-1-8)
Max Horz H=264(LC 8)
Max UpliftF=-170(LC 8), H=-76(LC 8)
Max GravF=324(LC 16), H=676(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-293/0
WEBS B-H=-305/198, C-H=-352/96
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; cantilever left and right exposed ; 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) 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) H
except (jt=lb) F=170.
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
20-010381T
Truss
J5GD
Truss Type
Jack-Open
Qty
2
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-BSmJonR2uRZC7o3A82KD?09mra9encpon3cawGzv8Pc
Scale = 1:35.8
W6
T1
T2
B1
W3W2W1
W4
W5
A
B
C
D E F
J I H G
K
8x12
5x6 1.5x4
3x6
1.5x4
4x12
4-0-0
4-0-0
8-0-0
4-0-0
9-9-15
1-9-15
10-3-7
0-5-8
-2-0-0
2-0-0
4-0-0
4-0-0
8-0-0
4-0-0
9-9-15
1-9-15
10-3-7
0-5-8
1-
0
-
0
6-
4
-
0
7-
0
-
3
8.00 12
Plate Offsets (X,Y)-- [D:0-3-12,0-2-0], [H:0-2-4,0-1-8], [J:0-1-12,0-0-0], [J:Edge,0-6-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.61
0.44
0.22
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
-0.00
0.05
(loc)
H-I
H-I
H
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 151 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, and 2-0-0 oc purlins (6-0-0 max.): D-F.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size)J=920/0-3-8 (min. 0-1-8), H=1610/Mechanical
Max Horz J=266(LC 8)
Max UpliftJ=-219(LC 8), H=-756(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-1037/308, B-C=-1007/272, C-D=-1008/405
BOT CHORD I-J=-386/109
WEBS D-H=-628/304, D-I=-505/989, C-I=-344/217, B-I=-222/904
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 ; 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 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) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
9) 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) except
(jt=lb) J=219, H=756.
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.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 998 lb down and 558
lb up at 8-0-0, and 306 lb down and 180 lb up at 10-3-7 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-B=-86, B-D=-86, D-F=-86, G-J=-16
Continued on page 2
Job
20-010381T
Truss
J5GD
Truss Type
Jack-Open
Qty
2
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:11 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-BSmJonR2uRZC7o3A82KD?09mra9encpon3cawGzv8Pc
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: H=-306(B) K=-998(B)
Job
20-010381T
Truss
J6
Truss Type
Jack-Open
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-geKh07Sgflh3kyeNilrSXEixQzZUW1Ex0jL7Sizv8Pb
Scale = 1:40.4
W5
T1
B1
W2
W3 W1
W4
A
B
C
D
G F E
2x4
8x12
1.5x4
3x6
4x5 3x4
5-0-0
5-0-0
9-9-15
4-9-15
10-3-7
0-5-8
-2-0-0
2-0-0
5-0-0
5-0-0
9-9-15
4-9-15
10-0-0
0-2-1
10-3-7
0-3-7
1-
0
-
0
7-
8
-
0
8-
4
-
3
0-
3
-
8
8.00 12
Plate Offsets (X,Y)-- [B:0-4-4,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.62
0.15
0.33
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
-0.00
0.00
(loc)
E-F
E-F
E
F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
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 Stud/Std *Except*
W5: 2x6 DF 1800F 1.6E or 2x6 DF SS
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)G=727/0-3-8 (min. 0-1-8), E=482/Mechanical
Max Horz G=323(LC 8)
Max UpliftG=-75(LC 8), E=-225(LC 8)
Max GravG=727(LC 1), E=484(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-693/92, B-C=-523/0
BOT CHORD F-G=-386/103, E-F=-178/354
WEBS C-E=-449/225, B-F=0/455
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; cantilever left and right exposed ; 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) 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) G
except (jt=lb) E=225.
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
20-010381T
Truss
J7
Truss Type
Jack-Closed
Qty
18
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-8ru3DSSIQ2pwM5DZFTMh4RE69NvtFVm4FN5h?8zv8Pa
Scale = 1:40.5
W5
T1
W1
B1W4
W3 W2
A
B
C
D
G F E
2x4
5x6
2x4
3x4 3x8
3x6
5-1-12
5-1-12
9-9-15
4-8-4
10-3-7
0-5-8
-2-0-0
2-0-0
5-1-12
5-1-12
9-9-15
4-8-4
10-3-7
0-5-8
1-
0
-
0
7-
1
0
-
5
8-
6
-
8
8.00 12
Plate Offsets (X,Y)-- [B:0-1-0,0-2-4], [F:0-3-8,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.62
0.14
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.03
-0.00
0.00
(loc)
E-F
E-F
E
F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
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 Stud/Std *Except*
W5: 2x6 DF 1800F 1.6E or 2x6 DF SS
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)G=727/0-3-8 (min. 0-1-8), E=482/Mechanical
Max Horz G=323(LC 8)
Max UpliftG=-75(LC 8), E=-225(LC 8)
Max GravG=727(LC 1), E=484(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-690/93, B-C=-516/0
BOT CHORD F-G=-379/117, E-F=-171/341
WEBS B-F=0/445, C-E=-432/216
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; cantilever left and right exposed ; 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) 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) G
except (jt=lb) E=225.
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
20-010381T
Truss
J8
Truss Type
Jack-Open
Qty
12
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-c1SRRoTwBMxn_FnlpAtwcfnK2nF9_08ET1qEXbzv8PZ
Scale = 1:19.4
W3
T1
B1
W2
W1O1
A
B
G
C
F
E
D12x12 4x5
3x6
4-5-0
4-5-0
4-10-8
0-5-8
-4-0-0
4-0-0
4-5-0
4-5-0
4-10-8
0-5-8
1-
0
-
0
2-
7
-
8
3-
5
-
5
2-
1
-
3
2-
7
-
8
4.00 12
Plate Offsets (X,Y)-- [C:0-4-9,0-0-8], [F:Edge,0-7-6], [F:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.42
0.13
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
-0.00
0.00
(loc)
E-F
E-F
C
F
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 55 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 2x6 DF 1800F 1.6E or 2x6 DF SS
LBR SCAB A-C 2x6 DF SS or 1800F 1.6E one side
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-8 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=762/0-3-8 (min. 0-1-8), E=40/Mechanical, C=20/Mechanical
Max Horz F=137(LC 6)
Max UpliftF=-321(LC 6), C=-276(LC 16)
Max GravF=1041(LC 16), E=90(LC 5), C=75(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-1005/339
NOTES-
1) Attached 9-0-5 scab A to C, front face(s) 2x6 DF 1800F 1.6E or 2x6 DF SS with 2 row(s) of 10d (0.131"x3") nails spaced
9" o.c.except : starting at 3-5-6 from end at joint A, nail 2 row(s) at 7" o.c. for 2-0-0.
2) 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 ; Lumber DOL=1.33 plate grip DOL=1.33
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) F=321, C=276.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
20-010381T
Truss
J8A
Truss Type
Jack-Open
Qty
8
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-YQZCsUVBjzBVDZx8xbwOi4sg4byPSwhXxLJLbTzv8PX
Scale = 1:17.4
W2
T1
B1
W1
O1
A
B
H
C
G
F
I
D
E
12x12 3x4
3-10-10
3-10-10
-4-0-0
4-0-0
3-5-2
3-5-2
3-10-10
0-5-8
1-
0
-
0
2-
3
-
9
3-
1
-
5
1-
9
-
4
2-
3
-
9
4.00 12
Plate Offsets (X,Y)-- [G:0-2-10,0-0-14], [G:0-3-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.39
0.08
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
F-G
F-G
D
F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
W1: 2x4 DF Stud/Std
OTHERS 2x6 DF 1800F 1.6E or 2x6 DF SS
LBR SCAB A-C 2x6 DF SS or 1800F 1.6E one side
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-10 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=775/0-3-8 (min. 0-1-8), D=-67/Mechanical, E=29/Mechanical
Max Horz G=127(LC 6)
Max UpliftG=-342(LC 6), D=-373(LC 16), E=-9(LC 6)
Max GravG=1130(LC 16), D=67(LC 6), E=65(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-1101/354
NOTES-
1) Attached 7-11-13 scab A to C, front face(s) 2x6 DF 1800F 1.6E or 2x6 DF SS with 2 row(s) of 10d (0.131"x3") nails
spaced 9" o.c.except : starting at 2-9-3 from end at joint A, nail 2 row(s) at 7" o.c. for 2-9-4; starting at 5-11-13 from end at
joint A, nail 2 row(s) at 7" o.c. for 2-0-0.
2) 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 ; Lumber DOL=1.33 plate grip DOL=1.33
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E
except (jt=lb) G=342, D=373.
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
20-010381T
Truss
J8B
Truss Type
Jack-Open
Qty
8
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-0c7a3qWpUHJMrjWKUJRdEHPpN_IgBN3g9?3u8vzv8PW
Scale = 1:13.2
W2T1
B1
W1O1
A
B
H
C
G
F
I
D
E
12x12 3x4
1-10-10
1-10-10
-4-0-0
4-0-0
1-5-2
1-5-2
1-10-10
0-5-8
1-
0
-
0
1-
7
-
9
2-
5
-
5
1-
1
-
4
1-
7
-
9
4.00 12
Plate Offsets (X,Y)-- [G:0-1-12,0-0-0], [G:Edge,0-7-6]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.54
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
G
G
D
G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 2x6 DF 1800F 1.6E or 2x6 DF SS
LBR SCAB A-C 2x6 DF SS or 1800F 1.6E one side
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-10-10 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=894/0-3-8 (min. 0-1-9), D=-369/Mechanical, E=14/Mechanical
Max Horz G=100(LC 6)
Max UpliftG=-440(LC 6), D=-790(LC 16), E=-31(LC 6)
Max GravG=1489(LC 16), D=236(LC 6), E=31(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-1475/445, B-H=-258/70, C-H=-256/71, C-D=-252/74
NOTES-
1) Attached 5-10-8 scab A to C, front face(s) 2x6 DF 1800F 1.6E or 2x6 DF SS with 2 row(s) of 10d (0.131"x3") nails spaced
9" o.c.except : starting at 1-9-5 from end at joint A, nail 2 row(s) at 3" o.c. for 4-1-2.
2) 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 ; Lumber DOL=1.33 plate grip DOL=1.33
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E
except (jt=lb) G=440, D=790.
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
20-010381T
Truss
JJ1
Truss Type
Jack-Open
Qty
6
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-UohyGAWRFbRDSt5X20ysnVyzYOeGwq5pOfoSgMzv8PV
Scale = 1:18.9
W3
T1
B1
W2
W1
A
B
C
D
G
F
E
1.5x4
5x6
3x6
1.5x4
3-0-8
3-0-8
3-6-0
0-5-8
-2-0-0
2-0-0
3-0-8
3-0-8
3-6-0
0-5-8
1-
0
-
0
3-
4
-
0
4-
0
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.06
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.00
0.00
(loc)
F-G
F-G
F
G
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 22 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 3-6-0 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)G=415/0-5-8 (min. 0-1-8), F=119/Mechanical
Max Horz G=142(LC 8)
Max UpliftG=-61(LC 8), F=-77(LC 8)
Max GravG=520(LC 14), F=129(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-496/73
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; cantilever left and right exposed ; 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) 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) G, F.
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
20-010381T
Truss
JJ2
Truss Type
Monopitch
Qty
11
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-y?FKUWX30uZ440gjckT5JiUE2orrfGhzdJY?Cozv8PU
Scale: 1/2"=1'
T1
W1
B1
B2 B3
W2
HW1
A
B
C
D
E
H
G
F
1.5x4
3x4
3x4
3x4
1.5x4
5x8
1.5x4
2-5-8
2-5-8
5-0-8
2-7-0
5-6-0
0-5-8
-1-4-0
1-4-0
2-5-8
2-5-8
5-0-8
2-7-0
5-6-0
0-5-8
0-
8
-
0
4-
4
-
0
4-
1
0
-
1
4
3-
4
-
0
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-1-13,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.21
0.61
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.02
0.01
(loc)
H
G
F
H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 31 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 *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std -ˆ 1-6-4
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)F=257/Mechanical, B=411/0-5-8 (min. 0-1-8)
Max Horz B=181(LC 8)
Max UpliftF=-117(LC 8), B=-49(LC 8)
Max GravF=257(LC 16), B=411(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-319/0
BOT CHORD F-G=-197/392
WEBS D-F=-395/200
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; cantilever left and right exposed ; 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) 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) B
except (jt=lb) F=117.
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
20-010381T
Truss
JP1
Truss Type
Flat Supported Gable
Qty
11
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-RBpihsYhnChxiAFvAR_Ksw1NsCKOOkv6szHYkEzv8PT
Scale = 1:13.3
W3
T1 W1
B1
W2
A
B
C
E
D
1.5x4
5x6
1.5x4
3x4
1-11-4
1-11-4
-1-4-0
1-4-0
1-5-12
1-5-12
1-11-4
0-5-8
1-
0
-
0
2-
3
-
8
2-
6
-
6
8.00 12
Plate Offsets (X,Y)-- [B:0-2-9,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.27
0.02
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
E
E
D
E
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 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 1-11-4 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=282/0-5-8 (min. 0-1-8), D=20/0-1-8 (min. 0-1-8)
Max Horz E=81(LC 8)
Max UpliftE=-39(LC 8), D=-89(LC 14)
Max GravE=385(LC 14), D=34(LC 6)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-E=-372/46
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; cantilever left and right exposed ; 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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 at joint(s) D.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, D.
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
20-010381T
Truss
K1HJ
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-vNN5vCZJYWpnJKq5j8VZP7aW1cf_79FG4d16Hhzv8PS
Scale = 1:27.1
W5
T1
W1
B1W4
W3 W2
A
B
C
D E
I
H G
F
J
K
L
M N
8x12
2x4
3x6
4x5
3x4
4-2-9
4-2-9
7-11-9
3-9-1
8-5-1
0-5-8
-2-9-15
2-9-15
4-2-9
4-2-9
7-11-9
3-9-1
8-5-1
0-5-8
1-
0
-
0
4-
1
1
-
1
0
5-
7
-
1
5
5.66 12
Plate Offsets (X,Y)-- [I:0-1-12,0-0-0], [I:Edge,0-6-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.44
0.12
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
-0.01
-0.00
0.01
(loc)
H-I
G-H
G
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 58 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 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)I=671/0-7-6 (min. 0-1-8), G=378/Mechanical
Max Horz I=206(LC 10)
Max UpliftI=-189(LC 10), G=-218(LC 10)
Max GravI=717(LC 17), G=506(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-690/201, B-J=-461/93, J-K=-383/93, C-K=-343/96, D-G=-279/100
BOT CHORD H-N=-191/327, G-N=-191/327
WEBS B-H=-93/380, C-G=-393/230
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; cantilever left and right exposed ; 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 18.3 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) I=189, G=218.
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) 78 lb down and 138
lb up at 2-9-8, 78 lb down and 138 lb up at 2-9-8, and 113 lb down and 86 lb up at 5-7-7, and 113 lb down and 86 lb up
at 5-7-7 on top chord, and 9 lb down and 26 lb up at 2-9-8, 9 lb down and 26 lb up at 2-9-8, and 25 lb down and 15 lb
up at 5-7-7, and 25 lb down and 15 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-B=-86, B-D=-86, D-E=-86, F-I=-16
Concentrated Loads (lb)
Vert: J=46(F=23, B=23) L=-2(F=-1, B=-1) N=1(F=0, B=0)
Job
20-010381T
Truss
K2HJ
Truss Type
DIAGONAL HIP GIRDER
Qty
2
Ply
1
Job Reference (optional)
Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-rmUrKtaa374VZezUrZY1UYfrFPL5b5mZYxWDLZzv8PQ
Scale = 1:18.5
W3
T1
W1
B1
W2O1
A
B
I
C
D
E
H
G
F
J
K
L
1.5x4
5x6
1.5x4
3x8
4-10-10
4-10-10
-2-9-15
2-9-15
4-5-2
4-5-2
4-10-10
0-5-8
1-
0
-
0
3-
3
-
1
0
3-
1
1
-
8
5.66 12
Plate Offsets (X,Y)-- [B:0-2-11,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-0-0
1.15
1.15
NO
IBC2015/TPI2014
Job
20-010381T
Truss
K3HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Jy2DXDbCqRCMAoYgPH3G0mB1ppe?KX_imbFmu0zv8PP
Scale = 1:27.6
W5
T1 W1
B1
W4
W3 W2
A
B
C
D E
I
H G
F
J
K
L
M N
1.5x4
5x6
2x4
3x6
3x4
3x4
3-8-5
3-8-5
6-11-3
3-2-13
7-4-11
0-5-8
-3-9-10
3-9-10
3-8-5
3-8-5
6-11-3
3-2-13
7-4-11
0-5-8
1-
5
-
8
4-
1
1
-
5
5-
7
-
9
5.66 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.40
0.23
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.02
0.02
-0.00
-0.01
(loc)
H-I
H-I
G
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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 6-0-0 oc bracing.
REACTIONS.(lb/size)I=620/0-4-3 (min. 0-1-8), G=231/Mechanical
Max Horz I=202(LC 10)
Max UpliftI=-315(LC 10), G=-192(LC 10)
Max GravI=728(LC 16), G=351(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-747/269, A-B=0/258, B-J=-344/386, J-K=-257/206, D-G=-296/83
BOT CHORD H-N=-325/184, G-N=-325/184
WEBS B-H=-341/383, C-G=-240/422
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: 2x4 - 1 row 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 ; 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) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
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) except
(jt=lb) I=315, G=192.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 180
lb up at 1-8-5, 129 lb down and 400 lb up at 1-8-5, and 114 lb down and 66 lb up at 4-6-4, and 109 lb down and 52 lb
up at 4-6-4 on top chord, and 31 lb down and 379 lb up at 1-8-5, 10 lb down and 34 lb up at 1-8-5, and 1 lb down and
120 lb up at 4-6-4, and 13 lb down and 15 lb up at 4-6-4 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-B=-86, B-D=-86, D-E=-86, F-I=-16
Continued on page 2
Job
20-010381T
Truss
K3HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:24 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Jy2DXDbCqRCMAoYgPH3G0mB1ppe?KX_imbFmu0zv8PP
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: J=104(F=32, B=72) M=88(F) N=30(F=24, B=6)
Job
20-010381T
Truss
K4HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-n8cbkZcqbkKDox7ty_aVZzkAgDvJ3tBr?F?JQSzv8PO
Scale: 3/8"=1'
T1 W1
B1
W3 W2
HW1
A
B
C
D
E F
I H G
J
K L
3x4
4x12 3x8
4x5
3x4
1.5x4
3-9-0
3-9-0
5-6-0
1-9-0
10-9-8
5-3-8
11-3-0
0-5-8
-2-9-15
2-9-15
3-9-0
3-9-0
5-6-0
1-9-0
10-9-8
5-3-8
11-3-0
0-5-8
1-
0
-
0
6-
3
-
1
0
6-
1
1
-
1
5
5.66 12
Plate Offsets (X,Y)-- [B:0-5-15,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.52
0.54
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.11
0.01
0.08
(loc)
H-I
H-I
H
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 75 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-0-9
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)H=722/Mechanical, B=849/0-4-9 (min. 0-1-8)
Max Horz B=265(LC 10)
Max UpliftH=-379(LC 10), B=-256(LC 10)
Max GravH=908(LC 17), B=905(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-941/244, C-D=-832/252, E-H=-369/128
BOT CHORD B-K=-358/701, I-K=-358/701, I-L=-358/701, H-L=-358/701
WEBS D-I=-86/347, D-H=-783/403
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; cantilever left and right exposed ; 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 18.3 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) H=379, B=256.
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) 78 lb down and 128
lb up at 2-9-8, 78 lb down and 128 lb up at 2-9-8, 112 lb down and 61 lb up at 5-7-7, 112 lb down and 61 lb up at 5-7-7,
and 97 lb down and 73 lb up at 8-5-6, and 97 lb down and 73 lb up at 8-5-6 on top chord, and 9 lb down and 26 lb up at
2-9-8, 9 lb down and 26 lb up at 2-9-8, 32 lb down and 32 lb up at 5-7-7, 32 lb down and 32 lb up at 5-7-7, and 112 lb
down and 77 lb up at 8-5-6, and 112 lb down and 77 lb up at 8-5-6 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-86, E-F=-86, B-G=-16
Continued on page 2
Job
20-010381T
Truss
K4HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:26 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-FLA_yvdSM2S4Q5i3Wi5k6BHLQdFYoJR?Evktyuzv8PN
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: I=-21(F=-10, B=-10) C=46(F=23, B=23) J=-1(F=-0, B=-0) L=-210(F=-105, B=-105)
Job
20-010381T
Truss
K6HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-jXkM9Fd47Max2FHF4PczeOpYR0eqXli8TZUQUKzv8PM
Scale = 1:34.0
W6
T1 W1
B1
W3 W2
W5
W4
A
B
C
D E
J I H G F
K
L
M N
10x16
3x4
3x6
4x12
1.5x4
0-10-14
0-10-14
5-6-0
4-7-2
7-6-0
2-0-0
10-9-8
3-3-8
11-3-0
0-5-8
-2-9-15
2-9-15
5-6-0
5-6-0
7-6-0
2-0-0
10-9-8
3-3-8
11-3-0
0-5-8
1-
0
-
0
6-
3
-
1
0
6-
1
1
-
1
5
5.66 12
Plate Offsets (X,Y)-- [J:0-1-12,0-0-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.35
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.09
0.01
0.05
(loc)
G-H
G-H
G
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 77 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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*
W6: 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 6-0-0 oc bracing, Except:
10-0-0 oc bracing: F-G.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)G=565/Mechanical, I=866/0-4-15 (min. 0-1-8)
Max Horz I=261(LC 10)
Max UpliftG=-349(LC 10), I=-322(LC 10)
Max GravG=720(LC 17), I=921(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-156/777, C-K=-85/787, D-G=-365/148
BOT CHORD I-J=-507/158, I-M=-319/470, H-M=-319/470, H-N=-319/470, G-N=-319/470
WEBS C-H=-74/266, C-G=-522/361, B-I=-423/170, C-I=-1150/308
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; cantilever left and right exposed ; 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 18.3 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=349, I=322.
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) 82 lb down and 161
lb up at 2-9-8, 78 lb down and 128 lb up at 2-9-8, 101 lb down and 70 lb up at 5-7-7, 112 lb down and 61 lb up at 5-7-7,
and 137 lb down and 128 lb up at 8-5-6, and 97 lb down and 73 lb up at 8-5-6 on top chord, and 6 lb down and 251 lb
up at 2-9-8, 9 lb down and 26 lb up at 2-9-8, 20 lb down and 43 lb up at 5-7-7, 32 lb down and 32 lb up at 5-7-7, and 40
lb down and 22 lb up at 8-5-6, and 112 lb down and 77 lb up at 8-5-6 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-B=-86, B-D=-86, D-E=-86, F-J=-16
Continued on page 2
Job
20-010381T
Truss
K6HJ
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:28 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-CjIkNbeiufiofPsSe78CBcMjBQ_3GCyIhDD_1nzv8PL
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: H=-10(F) K=53(F=23, B=30) L=-44(F=-0, B=-43) M=60(B) N=-107(F=-105, B=-2)
Job
20-010381T
Truss
K7HJ
Truss Type
Diagonal Hip Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-gws6axfKfzqfHZReBqfRjpvuiqOg?kFRwtzXZDzv8PK
Scale = 1:25.7
T1
W1
B1
W3 W2HW1
A
B
C
D
E F
I H
G
J
K
L
M N
3x6
3x6 4x5
5x6
4x5
1.5x4
3-4-10
3-4-10
6-3-12
2-11-2
6-9-4
0-5-8
-5-7-14
5-7-14
3-4-10
3-4-10
6-3-12
2-11-2
6-9-4
0-5-8
1-
0
-
0
2-
7
-
2
3-
4
-
1
4
2.83 12
Plate Offsets (X,Y)-- [B:0-2-9,0-0-14]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.39
0.07
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
-0.01
-0.01
(loc)
I
I
H
I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
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
SLIDER Left 2x4 DF Stud/Std -ˆ 1-8-3
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.
REACTIONS.(lb/size)H=45/Mechanical, B=876/0-4-3 (min. 0-1-8)
Max Horz B=127(LC 6)
Max UpliftH=-537(LC 25), B=-411(LC 6)
Max GravH=494(LC 33), B=1189(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-869/1086, C-K=-887/1230, D-K=-753/1004
BOT CHORD B-M=-1175/806, I-M=-1175/806, I-N=-1175/806, H-N=-1175/806
WEBS D-H=-880/1282
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
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 ; 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) Unbalanced snow loads have been considered for this design.
6) 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.
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) except
(jt=lb) H=537, B=411.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 529
lb up at 2-8-0, 293 lb down and 529 lb up at 2-8-0, and 134 lb down and 219 lb up at 5-5-15, and 134 lb down and 219
lb up at 5-5-15 on top chord, and 38 lb up at 2-8-0, 38 lb up at 2-8-0, and 16 lb down and 24 lb up at 5-5-15, and 16 lb
down and 24 lb up at 5-5-15 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
20-010381T
Truss
K7HJ
Truss Type
Diagonal Hip Girder
Qty
4
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:29 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-gws6axfKfzqfHZReBqfRjpvuiqOg?kFRwtzXZDzv8PK
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-86, E-F=-86, B-G=-16
Concentrated Loads (lb)
Vert: K=182(F=91, B=91) L=68(F=34, B=34) N=-14(F=-7, B=-7)
Job
20-010381T
Truss
P1
Truss Type
Hip
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-86QUoGgzQHyWvj0qlXAgG1R?5EgGkEja9Xi45fzv8PJ
Scale: 1/4"=1'
0-
1
-
9
0-
1
-
9
T1
T2
T1
B1
W2 W1 W2HW1 HW1
B2A
B
C
D E
F
G
H
J I
K L
7x10 5x6
4x8
4x5
4x5
5x6 1.5x4
4x8
4x5
4x5
6-10-8
6-10-8
11-1-8
4-3-0
17-6-8
6-5-0
18-0-0
0-5-8
-4-0-0
4-0-0
6-10-8
6-10-8
11-1-8
4-3-0
17-6-8
6-5-0
18-0-0
0-5-8
22-0-0
4-0-0
1-
0
-
0
3-
1
-
1
5
3-
3
-
8
4-
1
-
5
1-
0
-
0
3-
1
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-6-3,Edge], [G:0-6-3,Edge], [I:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.67
0.30
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.08
0.03
0.02
(loc)
I-J
I-J
G
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 111 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 3-6-8,
Right 2x6 DF SS or 1800F 1.6E -ˆ 3-6-8
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): D-E.
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=1268/0-3-8 (min. 0-1-14), G=1268/0-3-8 (min. 0-1-14)
Max Horz B=63(LC 10)
Max UpliftB=-399(LC 6), G=-399(LC 7)
Max GravB=1735(LC 29), G=1735(LC 29)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1545/209, C-D=-1366/220, D-E=-1234/227, E-F=-1368/219, F-G=-1547/209
BOT CHORD B-J=-128/1233, I-J=-131/1229, G-I=-126/1235
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=399, G=399.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
P1GD
Truss Type
Hip Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Yh5dQIirjCK4mAkPQgjNuf3a2RjNxa11rVxki_zv8PG
Scale: 1/4"=1'
0-
1
-
9
0-
1
-
9
T1
T2
T1
B1
W1 W2 W1 W2 W1
HW1 HW1
B2
A
B
C
D E F
G
H
I
L K J
M N O P
Q R
8x12 8x12
5x6
4x5
7x10 3x4 2x4
3x8
5x6
4x5
4-10-8
4-10-8
9-0-0
4-1-8
13-1-8
4-1-8
17-6-8
4-5-0
18-0-0
0-5-8
-4-0-0
4-0-0
4-10-8
4-10-8
9-0-0
4-1-8
13-1-8
4-1-8
17-6-8
4-5-0
18-0-0
0-5-8
22-0-0
4-0-0
1-
0
-
0
2-
5
-
1
5
2-
7
-
8
3-
5
-
5
1-
0
-
0
2-
5
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-3-11,0-1-4], [D:0-7-4,Edge], [F:0-7-4,Edge], [H:0-3-11,0-1-4], [J:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.43
0.21
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.07
0.02
-0.04
(loc)
K
K
H
K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 241 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std -ˆ 2-7-1, Right 2x4 DF Stud/Std -ˆ 2-7-1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): D-F.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size)B=1467/0-3-8 (min. 0-1-8), H=1467/0-3-8 (min. 0-1-8)
Max Horz B=54(LC 63)
Max UpliftB=-466(LC 6), H=-466(LC 7)
Max GravB=1831(LC 29), H=1831(LC 29)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2816/378, C-D=-2780/431, D-M=-2626/408, M-N=-2626/406, E-N=-2630/406, E-O=-2631/406,
O-P=-2626/406, F-P=-2626/408, F-G=-2781/431, G-H=-2816/377
BOT CHORD B-L=-386/2632, L-Q=-422/3596, K-Q=-422/3596, K-R=-422/3596, J-R=-422/3596, H-J=-386/2625
WEBS D-L=-364/883, E-L=-1023/188, E-K=0/315, E-J=-1022/189, F-J=-364/883
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 ; 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) Unbalanced snow loads have been considered for this design.
6) 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.
7) Provide adequate drainage to prevent water ponding.
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) except
(jt=lb) B=466, H=466.
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.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 20 lb
up at 4-10-8, 89 lb down and 20 lb up at 6-11-4, 179 lb down and 41 lb up at 8-11-4, and 89 lb down and 20 lb up at
11-0-12, and 89 lb down and 20 lb up at 13-1-8 on top chord, and 526 lb down and 536 lb up at 4-10-8, 54 lb down at
6-11-4, 109 lb down at 8-11-4, and 54 lb down at 11-0-12, and 526 lb down and 536 lb up at 13-0-12 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
20-010381T
Truss
P1GD
Truss Type
Hip Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:33 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-Yh5dQIirjCK4mAkPQgjNuf3a2RjNxa11rVxki_zv8PG
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-86, D-F=-86, F-I=-86, B-H=-16
Concentrated Loads (lb)
Vert: D=-3(F) F=-3(F) J=-142(F) L=-142(F) K=-48(F) E=-6(F) N=-3(F) O=-3(F) Q=-24(F) R=-24(F)
Job
20-010381T
Truss
P2
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-0tf?dejTUVSxNKJb_NEcQtcgor13g1gA48gIEQzv8PF
Scale = 1:46.2
T1 T1
B1
W1
W2W2HW1 HW1
B1A
B
C
D
E
F
G
H
I
J
K L
5x6
4x8
5x6
5x8
2x4 2x4
4x8
5x6
9-0-0
9-0-0
17-6-8
8-6-8
18-0-0
0-5-8
-4-0-0
4-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
17-6-8
4-0-8
18-0-0
0-5-8
22-0-0
4-0-0
1-
0
-
0
4-
0
-
0
4-
9
-
1
3
1-
0
-
0
4.00 12
Plate Offsets (X,Y)-- [B:0-6-3,Edge], [H:0-6-3,Edge], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.75
0.37
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.15
0.03
0.02
(loc)
B-J
B-J
H
J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 114 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 2-4-0,
Right 2x8 DF 1950F 1.7E or SS -ˆ 2-4-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=1268/0-3-8 (min. 0-1-8), H=1268/0-3-8 (min. 0-1-8)
Max Horz B=-77(LC 15)
Max UpliftB=-385(LC 6), H=-385(LC 7)
Max GravB=1327(LC 17), H=1327(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1473/227, C-K=-1342/221, D-K=-1328/225, D-E=-1105/174, E-F=-1105/174, F-L=-1328/227,
G-L=-1342/222, G-H=-1473/228
BOT CHORD B-J=-259/1174, H-J=-259/1174
WEBS E-J=-120/307, F-J=-226/324, D-J=-226/324
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; cantilever left and right exposed ; 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) B=385, H=385.
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
20-010381T
Truss
PB1
Truss Type
Piggyback
Qty
47
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-zGnm2Kkk?7ifdeT_6oH4WIh8Pfng8w5TXS9PJJzv8PD
Scale = 1:45.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
B2B
C
D
E
F
G
H
O N ML K J
A
I
4x5
3x4
3x4
3x4
22-3-6
22-3-6
11-1-11
11-1-11
22-3-6
11-1-11
7-
5
-
2
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.11
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
K-M
K-M
I
B
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 88 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 22-3-6.
(lb) - Max Horz A=-191(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) I, B except A=-112(LC 6), N=-188(LC 8), O=-145(LC 8),
K=-188(LC 9), J=-144(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, I, I, B, H except M=428(LC 19), N=496(LC 16),
O=347(LC 1), K=496(LC 17), J=347(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS D-N=-375/223, C-O=-290/173, F-K=-375/223, G-J=-290/172
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; cantilever left and right exposed ; 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) All plates are 1.5x4 MT20 unless otherwise indicated.
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 = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, B
except (jt=lb) A=112, N=188, O=145, K=188, J=144.
7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job
20-010381T
Truss
PB1GE
Truss Type
Piggyback
Qty
4
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-RSL8GglMmQqWEn2AfWoK2VEJ926vtNLcm6vyrlzv8PC
Scale = 1:45.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
B2B
C
D
E
F
G
H
O N ML K J
A
I
4x5
3x4
3x4
3x4
22-3-6
22-3-6
11-1-11
11-1-11
22-3-6
11-1-11
7-
5
-
2
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.11
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
K-M
K-M
I
B
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 88 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 22-3-6.
(lb) - Max Horz A=-191(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) I, B except A=-112(LC 6), N=-188(LC 8), O=-145(LC 8),
K=-188(LC 9), J=-144(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, I, I, B, H except M=428(LC 19), N=496(LC 16),
O=347(LC 1), K=496(LC 17), J=347(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS D-N=-375/223, C-O=-290/173, F-K=-375/223, G-J=-290/172
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; cantilever left and right exposed ; 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) All plates are 1.5x4 MT20 unless otherwise indicated.
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 = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, B
except (jt=lb) A=112, N=188, O=145, K=188, J=144.
7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job
20-010381T
Truss
PB2
Truss Type
Piggyback
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-NrSugLncI25EU5CZnwqo7wJhSspkLKtvDQO3vezv8PA
Scale = 1:15.2
T1 T1
B1
ST1
A
B
C
D
E
F
4x5
2x4 2x4 1.5x4
7-0-0
7-0-0
3-6-0
3-6-0
7-0-0
3-6-0
0-
4
-
7
2-
4
-
0
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.06
0.02
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
E
D
D
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 42 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.
REACTIONS.(lb/size)B=203/5-6-2 (min. 0-1-8), D=203/5-6-2 (min. 0-1-8), F=238/5-6-2 (min. 0-1-8)
Max Horz B=-56(LC 6)
Max UpliftB=-55(LC 8), D=-62(LC 9), F=-14(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
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 ; 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 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.
6) Gable requires continuous bottom chord bearing.
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, D, F.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job
20-010381T
Truss
PB3
Truss Type
Piggyback
Qty
25
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-r10GuhnE3LD55FnlLeL1g8srIG9e4np3S47cS4zv8P9
Scale = 1:15.2
T1 T1
B1
ST1
A
B
C
D
E
F
4x5
2x4 2x4 1.5x4
7-0-0
7-0-0
3-6-0
3-6-0
7-0-0
3-6-0
0-
4
-
7
2-
4
-
0
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.11
0.04
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
E
E
D
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
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
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.(lb/size)B=203/5-6-2 (min. 0-1-8), D=203/5-6-2 (min. 0-1-8), F=238/5-6-2 (min. 0-1-8)
Max Horz B=-56(LC 6)
Max UpliftB=-55(LC 8), D=-62(LC 9), F=-14(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end
zone; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D, F.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job
20-010381T
Truss
PB4
Truss Type
Piggyback
Qty
27
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-JDaf51osqfLyjPMxuLsGCLP_fgUspCXChktA_Wzv8P8
Scale = 1:39.3
T1 T1
B1
ST2
ST1 ST1
B2A
B
C
D
E
F
G
K J I HLM
4x5
3x4
3x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
3x4
18-3-10
18-3-10
9-1-13
9-1-13
18-3-10
9-1-13
0-
4
-
7
5-
1
1
-
1
1
6-
1
-
3
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.20
0.11
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
G
F
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 67 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 16-9-12.
(lb) - Max Horz B=-155(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) B, F except K=-218(LC 8), H=-217(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except B=250(LC 1), I=380(LC 19), K=529(LC 16),
H=529(LC 17), F=250(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-K=-408/239, E-H=-408/239
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, F
except (jt=lb) K=218, H=217.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified
building designer.
LOAD CASE(S) Standard
Job
20-010381T
Truss
R1GD
Truss Type
Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-FciPWjq7MGbgyiVK0mvkImUJjT7IH6gV82MG2Pzv8P6
Scale = 1:40.7
0-
1
-
1
3
0-
1
-
1
3
T1
T2
T1
B1
W7 W4
W3 W2 W1 W2 W3
W5 W6HW1
HW2
B2
A
B
C
D
E F G
H
I
J
K
P O N M LQR
5x8 5x8
4x8
4x5
3x6
2x4 3x4 3x8
1.5x4
3x4
3x6
7x10
4x8
4x5
2-10-4
2-10-4
6-0-0
3-1-12
9-0-0
3-0-0
12-0-0
3-0-0
15-0-0
3-0-0
17-6-8
2-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
2-10-4
2-10-4
6-0-0
3-1-12
9-0-0
3-0-0
12-0-0
3-0-0
15-0-0
3-0-0
17-6-8
2-6-8
18-0-0
0-5-8
20-0-0
2-0-0
1-
0
-
0
4-
1
0
-
3
5-
0
-
0
5-
8
-
3
1-
0
-
0
4-
1
0
-
3
8.00 12
Plate Offsets (X,Y)-- [E:0-4-0,0-1-9], [G:0-4-0,0-1-9], [L:0-5-0,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.29
0.24
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.02
0.02
(loc)
N
N
J
N
l/defl
>999
>999
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 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -ˆ 1-8-13,
Right 2x6 DF SS or 1800F 1.6E -ˆ 1-9-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-G.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)B=2104/0-5-8 (min. 0-1-8), J=2100/0-5-8 (min. 0-1-8)
Max Horz B=139(LC 23)
Max UpliftB=-717(LC 8), J=-715(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2453/849, C-D=-2384/862, D-E=-2562/980, E-F=-2357/924, F-G=-2357/924, G-H=-2548/977,
H-I=-2401/870, I-J=-2476/858
BOT CHORD B-P=-698/1839, O-P=-698/1839, O-Q=-806/2098, N-Q=-806/2098, N-R=-749/2092, M-R=-749/2092,
L-M=-594/1854, J-L=-594/1854
WEBS D-P=-296/138, D-O=-266/367, E-O=-349/717, E-N=-251/465, F-N=-337/135, G-N=-255/476, G-M=-344/704,
H-M=-265/352, H-L=-280/129
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 ; 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 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.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=717, J=715.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 744 lb down and 395
lb up at 6-0-0, 261 lb down and 154 lb up at 7-11-4, and 261 lb down and 154 lb up at 9-11-4, and 744 lb down and 395
lb up at 11-11-4 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
20-010381T
Truss
R1GD
Truss Type
Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:44 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-koGnk3ql7ajXas4WaUQzq_0UTtTX0YveNi5qbrzv8P5
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-86, E-G=-86, G-K=-86, B-J=-16
Concentrated Loads (lb)
Vert: O=-744(B) M=-744(B) Q=-261(B) R=-261(B)
Job
20-010381T
Truss
R2
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-koGnk3ql7ajXas4WaUQzq_0RatSP0ZyeNi5qbrzv8P5
Scale = 1:40.7
0-
1
-
1
3
0-
1
-
1
3
T1
T2
T1
B1
W3
W2 W1 W2
W3
HW1 HW1
A
B
C
D
E F
G
H
I
J
L K
5x6 5x8
4x12
5x6
4x12
5x6
3x8
1.5x4
3x4
1.5x4
8-0-0
8-0-0
10-0-0
2-0-0
17-6-8
7-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
4-0-0
4-0-0
8-0-0
4-0-0
10-0-0
2-0-0
14-0-0
4-0-0
17-6-8
3-6-8
18-0-0
0-5-8
20-0-0
2-0-0
1-
0
-
0
6-
2
-
3
6-
4
-
0
7-
0
-
3
1-
0
-
0
6-
2
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-7-13,Edge], [E:0-3-0,0-2-3], [F:0-4-0,0-1-9], [I:0-7-13,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.31
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.11
0.02
0.01
(loc)
I-K
I-K
I
L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 111 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
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 2-6-5,
Right 2x8 DF 1950F 1.7E or SS -ˆ 2-6-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): E-F.
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=1097/0-5-8 (min. 0-1-8), I=1097/0-5-8 (min. 0-1-8)
Max Horz B=-174(LC 6)
Max UpliftB=-207(LC 8), I=-207(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1162/181, C-D=-1045/198, D-E=-900/173, E-F=-672/187, F-G=-900/173, G-H=-1044/198, H-I=-1162/181
BOT CHORD B-L=-157/799, K-L=-18/671, I-K=-66/799
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=207, I=207.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
R3
Truss Type
Common
Qty
6
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-C?q9xPrNuurNC0fj7BxCNBZcKHn1l?mocMrN7Izv8P4
Scale = 1:42.4
T1 T1
B1
W1
W2W2
HW1 HW1
B1
A
B
C
D
E
F
G
H
I
J
4x5
4x12
5x6
5x8
1.5x4 1.5x4
4x12
5x6
9-0-0
9-0-0
17-6-8
8-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
17-6-8
4-0-8
18-0-0
0-5-8
20-0-0
2-0-0
1-
0
-
0
7-
0
-
0
7-
8
-
3
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-7-13,Edge], [H:0-7-13,Edge], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.35
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.14
0.02
0.01
(loc)
B-J
B-J
H
J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 100 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
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 2-9-15,
Right 2x8 DF 1950F 1.7E or SS -ˆ 2-9-15
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1097/0-5-8 (min. 0-1-8), H=1097/0-5-8 (min. 0-1-8)
Max Horz B=-193(LC 6)
Max UpliftB=-212(LC 8), H=-212(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1160/185, C-D=-1032/205, D-E=-851/194, E-F=-851/193, F-G=-1032/205, G-H=-1160/185
BOT CHORD B-J=-171/801, H-J=-79/801
WEBS E-J=-82/414, F-J=-256/188, D-J=-255/188
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; cantilever left and right exposed ; 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=212, H=212.
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
20-010381T
Truss
S1
Truss Type
COMMON
Qty
19
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-8NxwM5tdQV55RKp5FczgSceyp4TYDv853gKUCAzv8P2
Scale: 1/4"=1'
T1 T1
B1
W1
W2
W1
W2
HW1
HW1
B2A
B
C
D
E
F
G
H
I
K JLM
5x6
4x12
5x6
5x6
5x6
1.5x4
3x4
1.5x4
4x12
5x6
5x6
7-5-2
7-5-2
14-10-4
7-5-2
21-9-14
6-11-10
22-3-6
0-5-8
-2-0-0
2-0-0
5-6-13
5-6-13
11-1-11
5-6-13
16-8-8
5-6-14
21-9-14
5-1-6
22-3-6
0-5-8
24-3-6
2-0-0
1-
0
-
0
8-
5
-
2
9-
1
-
5
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-7-13,Edge], [H:0-7-13,Edge], [J:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.35
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.20
0.03
0.03
(loc)
J-K
J-K
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 129 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*
W2: 2x4 DF Stud/Std
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-5-11,
Right 2x8 DF 1950F 1.7E or SS -ˆ 3-5-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1315/0-5-8 (min. 0-1-8), H=1315/0-5-8 (min. 0-1-8)
Max Horz B=230(LC 7)
Max UpliftB=-249(LC 8), H=-249(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1511/223, C-D=-1356/249, D-E=-1271/317, E-F=-1271/317, F-G=-1356/249, G-H=-1511/223
BOT CHORD B-K=-221/1129, K-L=-50/792, L-M=-50/792, J-M=-50/792, H-J=-105/1069
WEBS E-J=-176/510, F-J=-309/243, E-K=-176/510, D-K=-308/242
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; cantilever left and right exposed ; 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, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=249, H=249.
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
20-010381T
Truss
S1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-caVIZQuFBpDy3UOIpJUv?qB7ZUpnyMOEIK31kczv8P1
Scale = 1:50.9
T1 T1
B1
W1
W2
W1
W2HW1
HW1
ST5
ST3
ST4
ST2
ST1
ST3
ST4
ST2
ST1
B2A
B
C
D
E
F
G
H
I
K JAAAB
5x6
2x4
5x8
5x6
5x6
5x6 3x4 5x8
5x6
5x6
7-5-2
7-5-2
14-10-4
7-5-2
21-9-14
6-11-10
22-3-6
0-5-8
-2-0-0
2-0-0
5-6-13
5-6-13
11-1-11
5-6-13
16-8-8
5-6-14
21-9-14
5-1-6
22-3-6
0-5-8
24-3-6
2-0-0
1-
0
-
0
8-
5
-
2
9-
1
-
5
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-6-1,0-0-1], [E:0-2-0,0-0-0], [H:0-6-1,0-0-1], [J:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.35
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.20
0.03
0.03
(loc)
J-K
J-K
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 179 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*
W2: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
SLIDER Left 2x8 DF 1950F 1.7E or SS -ˆ 3-5-11,
Right 2x8 DF 1950F 1.7E or SS -ˆ 3-5-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1315/0-5-8 (min. 0-1-8), H=1315/0-5-8 (min. 0-1-8)
Max Horz B=230(LC 7)
Max UpliftB=-249(LC 8), H=-249(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1511/223, C-D=-1356/249, D-E=-1271/317, E-F=-1271/317, F-G=-1356/249,
G-H=-1511/223
BOT CHORD B-K=-221/1129, K-AA=-50/792, AA-AB=-50/792, J-AB=-50/792, H-J=-105/1069
WEBS E-J=-176/510, F-J=-309/243, E-K=-176/510, D-K=-308/242
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; cantilever left and right exposed ; 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, with BCDL = 8.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=249, H=249.
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
20-010381T
Truss
V1
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-4m3gnmuty6LpgdzUM108X1kN0uCfhogNW_pbG3zv8P0
Scale = 1:76.1
T1
T2
T1
B1
ST3ST3ST3
ST2
ST1
ST3 ST3
ST2
ST1
W2 W2
W1 W1
T3
B1B2
A
B
C
D E F G H I J
K
L
M
X W V U T S R Q P O NYZ3x6
3x6
3x6
3x6
3x6 3x8
5x6 3x4
3x4
3x6
3x4
3x4
3x6
3x6
0-0-6
0-0-6
40-10-10
40-10-4
41-4-2
0-5-8
11-6-4
11-6-4
29-9-14
18-3-10
40-10-10
11-0-12
41-4-2
0-5-8
0-
0
-
4
7-
8
-
3
0-
0
-
4
7-
8
-
3
8.00 12
Plate Offsets (X,Y)-- [D:0-3-0,0-0-2], [G:0-3-0,0-3-0], [J:0-3-0,0-0-2]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.11
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
M
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 225 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*
W2: 2x4 DF Stud/Std
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST2,ST1: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): D-J.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt F-S, H-S
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 41-3-6.
(lb) - Max Horz A=-193(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, T, W, R except S=-205(LC 4), V=-117(LC 5), X=-200(LC
8), P=-121(LC 4), N=-201(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, M except S=686(LC 1), T=304(LC 2), V=414(LC 1),
W=356(LC 15), X=498(LC 15), R=303(LC 2), P=416(LC 1), O=323(LC 16), N=499(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS G-S=-340/126, E-V=-306/113, C-W=-259/54, B-X=-382/221, I-P=-308/94,
K-O=-258/25, L-N=-382/222
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, T, W,
R except (jt=lb) S=205, V=117, X=200, P=121, N=201.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
20-010381T
Truss
V2
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-09BQCSw8TkbXwx6sUS2ccSpjYiuX9i5g_IIhLxzv8P_
Scale = 1:79.1
T2 T2
B1
ST5
ST4
ST3
ST2ST1
ST4
ST3
ST2 ST1
W1 W2
W3 W3
B1B2
A
B
C
D
E
F
G
H
I
J
K
L
M
X W V U T S R Q P O NYZAAAB
3x6
5x6
3x6
3x6
3x6 4x12
3x4
3x6
3x6
3x4
3x6
3x6
3x6
3x6
0-0-6
0-0-6
36-10-10
36-10-4
37-4-2
0-5-8
18-8-1
18-8-1
36-10-10
18-2-9
37-4-2
0-5-8
0-
0
-
4
12
-
5
-
6
0-
0
-
4
8.00 12
Plate Offsets (X,Y)-- [Q:0-1-4,0-1-8], [Q:0-1-12,0-0-0], [U:0-1-12,0-0-0], [U:0-1-12,0-1-8], [Y:0-0-0,0-1-12], [Z:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.09
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
M
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 230 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*
ST5,ST4: 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.
WEBS 1 Row at midpt G-S, F-U, H-Q, F-S, H-S
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 37-3-6.
(lb) - Max Horz A=-317(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, S, V, M except U=-131(LC 8), W=-174(LC 8), X=-147(LC
8), Q=-127(LC 9), O=-173(LC 9), N=-147(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, M except S=635(LC 1), U=385(LC 15), V=340(LC 15),
W=485(LC 15), X=355(LC 1), Q=381(LC 16), P=316(LC 16), O=484(LC 16), N=355(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-255/196, B-C=-264/142
BOT CHORD T-U=-136/257, T-AA=-136/257, S-AA=-136/257
WEBS G-S=-330/0, U-Y=-286/164, D-W=-355/208, B-X=-297/174, Q-Z=-286/161,
J-O=-355/208, L-N=-297/174
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; cantilever left and right exposed ; 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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, S, V,
M except (jt=lb) U=131, W=174, X=147, Q=127, O=173, N=147.
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
20-010381T
Truss
V3
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-VLlpPoxmE1jOX5h329Zr9gMtH5EOu9CqDy1FsOzv8Oz
Scale = 1:67.0
T2 T2
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
W1 W1
W2 W2T1 T1
B2
A
BC
D
E
F
G
H
I J
K
R Q P O N M LST
3x4
4x5
3x4
3x4
5x8 3x4
3x6
1.5x4
3x6
1.5x4
1.5x4
3x4
3x6
1.5x4
3x6
1.5x4
1.5x4
3x4
0-0-6
0-0-6
32-10-10
32-10-4
33-4-2
0-5-8
16-8-1
16-8-1
32-10-10
16-2-9
33-4-2
0-5-8
0-
0
-
4
11
-
1
-
6
0-
0
-
4
8.00 12
Plate Offsets (X,Y)-- [O:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.11
0.20
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
K
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 196 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*
W2: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST4,ST3: 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.
WEBS 1 Row at midpt F-O, E-O, G-O
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 33-3-6.
(lb) - Max Horz A=-282(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, Q except O=-101(LC 8), P=-133(LC 8), R=-197(LC 8),
N=-131(LC 9), L=-197(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, K except O=611(LC 1), P=352(LC 1), Q=336(LC 15),
R=495(LC 15), N=350(LC 1), M=308(LC 16), L=495(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-260/159
WEBS F-O=-331/3, B-R=-380/218, J-L=-380/218
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, Q
except (jt=lb) O=101, P=133, R=197, N=131, L=197.
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
20-010381T
Truss
V4
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-zXIBd8xO?LrF9FGFbt44itu2IVafdbyzRcnoOqzv8Oy
Scale = 1:59.0
T2 T2
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
W1 W1
T1 T1
B2
A
BC
D
E
F
G
H
I J
K
S R Q P O N M L
3x4
4x5
3x4
3x4
3x4 3x4
3x6
3x4
3x6
3x4
0-0-6
0-0-6
28-10-10
28-10-4
29-4-2
0-5-8
14-8-1
14-8-1
28-10-10
14-2-9
29-4-2
0-5-8
0-
0
-
4
9-
9
-
6
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.16
0.11
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
K
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 145 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 *Except*
ST4: 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.
WEBS 1 Row at midpt F-P
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 29-3-6.
(lb) - Max Horz A=247(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, R except Q=-275(LC 8), S=-147(LC 8), N=-292(LC 9),
L=-147(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, K except P=468(LC 18), Q=543(LC 15), R=327(LC 1),
S=357(LC 1), N=562(LC 16), M=327(LC 1), L=357(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS F-P=-286/1, E-Q=-362/214, D-R=-262/51, B-S=-298/174, G-N=-362/214, H-M=-262/28, J-L=-298/174
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; cantilever left and right exposed ; 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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, R
except (jt=lb) Q=275, S=147, N=292, L=147.
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
20-010381T
Truss
V5
Truss Type
Valley
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-vwQx1qzeXy6zPYQejH7YnI_OdJG65VmGvwGvTjzv8Ow
Scale = 1:53.4
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
W1 W1
B2
A
B
C
D
E
F
G
M L K J I HNO3x4
4x5
3x4
3x4 3x8 1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x6
1.5x4
1.5x4
0-0-6
0-0-6
24-10-10
24-10-4
25-4-2
0-5-8
12-8-1
12-8-1
24-10-10
12-2-9
25-4-2
0-5-8
0-
0
-
4
8-
5
-
6
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.11
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 123 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 *Except*
ST3: 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 25-3-6.
(lb) - Max Horz A=212(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) A, G, L, I except K=-104(LC 8), M=-193(LC 8), H=-193(LC
9)
Max Grav All reactions 250 lb or less at joint(s) A, G except K=545(LC 1), L=335(LC 15), M=487(LC 15),
I=311(LC 16), H=486(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS D-K=-310/5, B-M=-372/213, F-H=-372/213
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, G, L,
I except (jt=lb) K=104, M=193, H=193.
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
20-010381T
Truss
V6
Truss Type
Valley
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-N6_JF9_GIGEq0i?qH?enJWWZMjbMqzDP7a?S?9zv8Ov
Scale = 1:43.2
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
B2
A
B
C
D
E
F
G
M L K J I H3x4
4x5
3x4
3x4
0-0-6
0-0-6
20-10-10
20-10-4
21-4-2
0-5-8
10-8-1
10-8-1
20-10-10
10-2-9
21-4-2
0-5-8
0-
0
-
4
7-
1
-
6
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.11
0.20
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
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
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 21-3-6.
(lb) - Max Horz A=-177(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, G except L=-188(LC 8), M=-142(LC 8), J=-188(LC 9),
H=-143(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, G except K=423(LC 18), L=496(LC 15), M=349(LC 1),
J=496(LC 16), H=349(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-L=-375/223, B-M=-290/169, E-J=-375/223, F-H=-290/169
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; cantilever left and right exposed ; 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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, G
except (jt=lb) L=188, M=142, J=188, H=143.
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
20-010381T
Truss
V7
Truss Type
Valley
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-rIYiSV?v3aMhesa0qi90sj3jn6xjZRbZMDl0Xbzv8Ou
Scale = 1:37.2
T1 T1
B1
ST2
ST1 ST1
B2
A
B
C
D
E
I H G FJK3x4
4x5
3x4
3x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-0-6
0-0-6
16-10-10
16-10-4
17-4-2
0-5-8
8-8-1
8-8-1
16-10-10
8-2-9
17-4-2
0-5-8
0-
0
-
4
5-
9
-
6
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.19
0.10
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 64 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 17-3-6.
(lb) - Max Horz A=-143(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) A, E except I=-211(LC 8), F=-211(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, E except H=375(LC 15), I=510(LC 15), F=510(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS B-I=-399/232, D-F=-399/232
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E
except (jt=lb) I=211, F=211.
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
20-010381T
Truss
V8
Truss Type
Valley
Qty
2
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:58 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-JV64gr?XqtUXG09DOQgFPxcvLWHUIvVibtUZ31zv8Ot
Scale = 1:27.0
T1 T1
B1
ST2
ST1 ST1
A
B
C
D
E
H G F3x4
4x5
3x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-0-6
0-0-6
12-10-10
12-10-4
13-4-2
0-5-8
6-8-1
6-8-1
12-10-10
6-2-9
13-4-2
0-5-8
0-
0
-
4
4-
5
-
6
0-
0
-
4
8.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.14
0.07
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 47 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 13-3-6.
(lb) - Max Horz A=-108(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-166(LC 8), F=-166(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, E except G=324(LC 1), H=380(LC 1), F=380(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-G=-256/31, B-H=-326/195, D-F=-326/195
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; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E
except (jt=lb) H=166, F=166.
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
20-010381T
Truss
V9
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
Run: 8.310 s Oct 29 2019 Print: 8.310 s Oct 29 2019 MiTek Industries, Inc. Wed Jan 15 09:13:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:a8X0PQOJgWRotUCQbI0UoFzvSEq-nhgStB09bBcOtAkPy7BUx884Cwd_1NQsqXE7cUzv8Os
Scale = 1:19.0
T1
T2
T1
B1
ST1
A
B C D
E
F
3x4
3x4 3x4
3x4 1.5x4
1.5x4
0-0-6
0-0-6
8-10-10
8-10-4
9-4-2
0-5-8
4-0-8
4-0-8
5-3-10
1-3-2
8-10-10
3-7-0
9-4-2
0-5-8
0-
0
-
4
2-
8
-
5
0-
0
-
4
2-
8
-
5
8.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-2-3], [D:0-2-0,0-2-3]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.11
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 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,
except
2-0-0 oc purlins (6-0-0 max.): B-D.
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=264/9-3-6 (min. 0-1-8), E=264/9-3-6 (min. 0-1-8), F=327/9-3-6 (min. 0-1-8)
Max Horz A=-63(LC 6)
Max UpliftA=-64(LC 8), E=-70(LC 9), F=-13(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-270/87, D-E=-270/75
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; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E, F.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard