HomeMy WebLinkAboutTRUSS SPECS - 23-00874 - 893 Oak Hill Way - New SFRJob
3505714
Truss
A01
Truss Type
Common
Qty
3
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:50 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-vbsJCrqtf8YAZi6?e0cxyXHj9ZGhjxI3NZmQIrzP4aR
Scale = 1:70.5
T2 T2
B1
W1 W2
W3
W4
W2
W3
W4HW1
HW1
T1
B1B1B1A
B
C
D
E
F
G
H
I
J
K
N M L
O
P Q
R
S T U V
5x6
6x8
3x6
3x6
5x8 6x8
3x4
5x8
5x6
3x4
5x6
6x8
3x6
3x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
38-0-0
9-6-0
-1-6-0
1-6-0
6-4-0
6-4-0
12-8-0
6-4-0
19-0-0
6-4-0
25-4-0
6-4-0
31-8-0
6-4-0
38-0-0
6-4-0
39-6-0
1-6-0
0-
8
-
6
10
-
2
-
6
10
-
6
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [L:0-4-0,0-3-4], [M:0-4-0,Edge], [N:0-4-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.55
0.72
0.35
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.14
0.10
(loc)
M-N
M-N
J
M-N
l/defl
>999
>893
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 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*
W4: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-6-0, Right 2x4 DF Stud/Std 3-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt G-M, E-M
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1993/0-5-8 (min. 0-2-3), J=1993/0-5-8 (min. 0-2-2)
Max HorzB=-216(LC 10)
Max UpliftB=-353(LC 12), J=-353(LC 12)
Max GravB=2033(LC 17), J=2033(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-3330/560, C-O=-3231/571, C-D=-3233/582, D-E=-3058/566, E-P=-2197/482, F-P=-2091/503, F-Q=-2091/503,
G-Q=-2197/482, G-H=-3058/566, H-I=-3234/582, I-R=-3231/571, J-R=-3331/560
BOT CHORD B-N=-417/2980, N-S=-305/2542, S-T=-305/2542, M-T=-305/2542, M-U=-305/2413, U-V=-305/2413, L-V=-305/2413,
J-L=-417/2818
WEBS F-M=-264/1497, G-M=-883/248, G-L=-32/571, H-L=-364/151, E-M=-883/248, E-N=-32/571, D-N=-364/151
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10,
Interior(1) 22-9-10 to 39-6-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=353,
J=353.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
A02
Truss Type
Common
Qty
8
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:50 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-vbsJCrqtf8YAZi6?e0cxyXHj7ZGijxC3NZmQIrzP4aR
Scale = 1:69.6
T2 T2
B1
W1 W2
W3
W4
W2
W3
W4HW1
HW1
T3
B1B1B1A
B
C
D
E
F
G
H
I
J
M L K
N
O P
Q
R S T U
5x6
6x8
3x6
3x6
5x8 6x8
3x4
5x8
5x6
3x4
5x6
6x8
3x6
3x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
38-0-0
9-6-0
-1-6-0
1-6-0
6-4-0
6-4-0
12-8-0
6-4-0
19-0-0
6-4-0
25-4-0
6-4-0
31-8-0
6-4-0
38-0-0
6-4-0
0-
8
-
6
10
-
2
-
6
10
-
6
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,Edge], [M:0-4-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.55
0.72
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.14
0.10
(loc)
L-M
L-M
J
L-M
l/defl
>999
>891
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 190 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*
W4: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-6-0, Right 2x4 DF Stud/Std 3-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing.
WEBS 1 Row at midpt G-L, E-L
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1996/0-5-8 (min. 0-2-3), J=1859/0-5-8 (min. 0-2-0)
Max HorzB=214(LC 11)
Max UpliftB=-354(LC 12), J=-289(LC 12)
Max GravB=2035(LC 17), J=1922(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-N=-3334/561, C-N=-3234/572, C-D=-3237/584, D-E=-3061/567, E-O=-2201/483, F-O=-2095/504, F-P=-2095/509,
G-P=-2201/488, G-H=-3075/588, H-Q=-3231/610, I-Q=-3254/600, I-J=-3356/593
BOT CHORD B-M=-442/2978, M-R=-331/2540, R-S=-331/2540, L-S=-331/2540, L-T=-319/2419, T-U=-319/2419, K-U=-319/2419,
J-K=-451/2843
WEBS F-L=-269/1500, G-L=-889/250, G-K=-46/585, H-K=-379/166, E-L=-883/248, E-M=-32/571, D-M=-364/150
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10,
Interior(1) 22-9-10 to 38-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=354,
J=289.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
A03
Truss Type
Common Structural Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:51 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-NnQhPArVQSg1BshBBj7AVlqvyze_SN1DbDVzqHzP4aQ
Scale = 1:76.9
T2 T2
B1
W1
W2
W3
W4
W2
W3
W4
HW1
HW1
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4
ST2
ST1
ST11
ST12
ST9
ST10
ST8
ST6
ST7 ST5
ST3
ST4
ST2
ST1T1
B3B2A
B
C
D
E
F
G
H
I
J
K
T S R
Q
P O
N
M L
BD
BE BF
BG
BH
BI BJ BK
5x6
5x6
3x4
3x4
4x6
3x10
3x6
5x8
5x8
3x6
3x6
5x8
5x6
3x4
3x4
9-6-0
9-6-0
14-2-0
4-8-0
19-0-0
4-10-0
28-6-0
9-6-0
38-0-0
9-6-0
-1-6-0
1-6-0
6-4-0
6-4-0
12-8-0
6-4-0
19-0-0
6-4-0
25-4-0
6-4-0
31-8-0
6-4-0
38-0-0
6-4-0
39-6-0
1-6-0
0-
8
-
6
10
-
2
-
6
10
-
6
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-4-0,0-3-0], [H:0-4-0,0-3-0], [J:0-3-15,0-0-7], [L:0-4-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.59
0.39
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.37
0.04
0.04
(loc)
L-M
L-M
J
L-M
l/defl
>999
>819
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 299 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*
W4: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-6-0, Right 2x4 DF Stud/Std 3-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt G-M, E-Q
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-5-8 except (jt=length) J=0-5-8.
(lb) - Max HorzB=-216(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) P, S, T except B=-122(LC 24), Q=-390(LC 12), J=-274(LC 12)
Max Grav All reactions 250 lb or less at joint(s) O, P, R, S, T except B=433(LC 23), Q=2053(LC 1), J=1473(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BD=-287/396, C-BD=-157/402, C-D=-149/422, D-E=-12/661, E-BE=-972/301, F-BE=-870/316, F-BF=-845/317,
G-BF=-959/296, G-H=-1921/388, H-I=-2038/408, I-BG=-2141/393, J-BG=-2198/385
BOT CHORD B-T=-349/133, S-T=-349/133, R-S=-349/133, Q-R=-349/133, P-Q=-58/357, P-BH=-58/357, O-BH=-58/357, N-O=-58/357,
N-BI=-58/357, M-BI=-58/357, M-BJ=-141/1326, BJ-BK=-141/1326, L-BK=-141/1326, J-L=-264/1843
WEBS F-M=-102/391, G-M=-924/251, G-L=-39/653, H-L=-404/161, E-M=-22/758, E-Q=-1812/338, D-Q=-510/188
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10,
Interior(1) 22-9-10 to 39-6-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
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, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, S, T except (jt=lb)
B=122, Q=390, J=274.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
A04
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:52 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-rz_3cWr7Bmoup0GNlRfP1yN1xMzGBrPMqsFWNjzP4aP
Scale = 1:66.7
T2
T3
B1
W7
W5
W2 W1
W3
HW1
W6
W4
B3B2A
B
C
D
E
F
G
H
K J I
L
M N
O
P Q R S
4x5
2x4
5x6
3x4
3x4
5x8
5x6
3x4
6x8
3x4
3x6
9-6-8
9-6-8
19-0-0
9-5-8
28-7-8
9-7-8
-1-6-0
1-6-0
6-4-0
6-4-0
12-8-0
6-4-0
19-0-0
6-4-0
23-9-12
4-9-12
28-7-8
4-9-12
0-
8
-
6
10
-
2
-
6
10
-
6
-
1
5
5-
4
-
1
0
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-3-0,0-3-0], [J:0-4-0,Edge], [K:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.65
0.38
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.44
0.06
0.05
(loc)
I-J
I-J
I
J-K
l/defl
>999
>777
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 160 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*
W7,W6: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-6-0
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing.
WEBS 1 Row at midpt E-J, G-I
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1531/0-5-8 (min. 0-1-11), I=1392/Mechanical
Max HorzB=184(LC 12)
Max UpliftB=-267(LC 12), I=-231(LC 12)
Max GravB=1559(LC 17), I=1449(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2373/378, C-L=-2344/384, C-D=-2244/401, D-E=-2098/379, E-M=-1188/289, F-M=-1081/301, F-N=-1089/311,
G-N=-1163/294
BOT CHORD B-K=-453/2102, K-P=-320/1614, P-Q=-320/1614, J-Q=-320/1614, J-R=-150/745, R-S=-150/745, I-S=-150/745
WEBS D-K=-397/165, E-K=-47/608, E-J=-891/257, F-J=-110/627, G-J=0/474, G-I=-1367/286
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0,
Interior(1) 22-0-0 to 28-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=267,
I=231.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
B01
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:52 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-rz_3cWr7Bmoup0GNlRfP1yN3XM?cBryMqsFWNjzP4aP
Scale: 3/16"=1'
0-
1
-
1
1
0-
1
-
1
1
T2
T3
T4
B1
W8
W6
W3 W2 W1 W2
W4
HW1
W7
W5
B3B2A
B
C
D
E
F G
H
I
M L K J
N
O
P
Q R S T
6x8 6x12
1.5x4
5x6
3x4
3x4
5x8
5x6
3x4
5x8 3x4
3x4
3x6
9-0-0
9-0-0
18-0-0
9-0-0
20-0-0
2-0-0
28-7-8
8-7-8
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
20-0-0
2-0-0
24-3-12
4-3-12
28-7-8
4-3-12
0-
8
-
6
9-
6
-
1
1
9-
8
-
6
10
-
0
-
1
5
5-
4
-
1
0
9-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-3-0,0-3-0], [F:0-4-10,Edge], [L:0-4-0,0-3-0], [M:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.56
0.56
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.34
0.06
0.05
(loc)
L-M
L-M
J
L-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 181 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 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,W6,W7: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 3-3-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): F-G.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt E-L, G-K, H-J
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1531/0-5-8 (min. 0-1-11), J=1392/Mechanical
Max HorzB=184(LC 12)
Max UpliftB=-267(LC 12), J=-231(LC 12)
Max GravB=1558(LC 17), J=1439(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-N=-2392/367, C-N=-2310/374, C-D=-2313/388, D-E=-2140/371, E-O=-1251/278, F-O=-1151/298, F-G=-1044/308,
G-H=-1128/290
BOT CHORD B-M=-438/2108, M-Q=-324/1659, Q-R=-324/1659, L-R=-324/1659, K-L=-139/972, K-S=-136/695, S-T=-136/695, J-T=-136/695
WEBS D-M=-354/149, E-M=-34/582, E-L=-845/230, F-L=-29/262, G-L=-129/590, G-K=-298/59, H-K=-7/526, H-J=-1370/278
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 18-0-0, Exterior(2E) 18-0-0 to 20-0-0,
Exterior(2R) 20-0-0 to 24-4-11, Interior(1) 24-4-11 to 28-5-12 zone; cantilever left and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=267,
J=231.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
3505714
Truss
C01
Truss Type
Roof Special
Qty
6
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-JAYRqssly3wlQ9raJ8AeaAvDwmK7w84W3W_4vAzP4aO
Scale: 3/16"=1'
T2
T3
T4
B1 B2
B3W10
W9 W6
W5 W1
W2 W3 W4
W7
W8
W11
HW1
W12
T1
B4A
B
C
D
E
F G
H
I
J KQ
P
O N M L
R
S T
U
V W
5x6
6x12
7x8
7x8
5x8
3x4
5x6
3x4
3x4
7x10
3x4
1.5x4
3x10 1.5x4 5x8
3x6
4-5-2
4-5-2
8-10-4
4-5-2
17-3-0
8-4-12
23-4-8
6-1-8
29-6-0
6-1-8
32-0-0
2-6-0
36-0-0
4-0-0
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
12-0-0
4-0-0
16-0-0
4-0-0
17-3-0
1-3-0
23-4-8
6-1-8
29-6-0
6-1-8
36-0-0
6-6-0
37-6-0
1-6-0
0-
8
-
6
1-
1
1
-
6
8-
8
-
6
9-
0
-
1
5
0-
3
-
1
4
2-
1
-
3
6.00 12
3.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-1-6], [C:0-2-4,0-3-0], [L:0-4-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.58
0.61
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.39
-0.61
0.23
0.13
(loc)
O-P
O-P
L
P
l/defl
>980
>624
n/a
>999
L/d
360
240
n/a
240
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 Stud/Std *Except*
W1,W2,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 4-4-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing.
WEBS 1 Row at midpt E-O
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1646/0-5-8 (min. 0-1-11), L=2141/0-5-8 (min. 0-2-5)
Max HorzB=-179(LC 10)
Max UpliftB=-295(LC 12), L=-381(LC 12)
Max GravB=1651(LC 17), L=2141(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-R=-4546/881, C-R=-4487/896, C-D=-4422/924, D-E=-4105/859, E-S=-1554/445, F-S=-1493/459, F-G=-1746/563,
G-T=-2179/572, H-T=-2291/562, H-I=-2248/432, I-U=-1182/1541, J-U=-1189/1421
BOT CHORD B-Q=-731/4114, P-Q=-601/3932, O-P=-315/2378, O-V=-153/1572, N-V=-153/1572, M-N=-30/1420, L-M=-25/1424,
L-W=-1435/1206, J-W=-1435/1206
WEBS D-Q=-128/275, D-P=-298/156, E-P=-383/2419, E-O=-1416/354, F-O=-411/1325, G-O=-689/285, G-N=-152/726, H-N=-554/265,
I-N=-513/676, I-L=-3255/1089
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-0-7, Interior(1) 2-0-7 to 16-0-0, Exterior(2R) 16-0-0 to 19-7-3,
Interior(1) 19-7-3 to 37-6-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=295,
L=381.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
C02
Truss Type
Roof Special
Qty
2
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-JAYRqssly3wlQ9raJ8AeaAvB4mH9w9kW3W_4vAzP4aO
Scale = 1:62.4
T2
T3
T4
B1 B2
B3
W6
W5 W1 W2
W3 W4
W7
W8 W9
HW1
W10 B4
A
B
C
D E
F
G
H I
N
M L K J
O
P Q
R
S T
5x6
6x12
7x8
8x12 M18AHS
5x8
6x8
3x4
3x4
7x8
3x4
1.5x4
3x10 1.5x4 5x8
3x6
8-10-4
8-10-4
17-3-0
8-4-12
23-4-8
6-1-8
29-6-0
6-1-8
32-0-0
2-6-0
36-0-0
4-0-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
17-3-0
1-3-0
23-4-8
6-1-8
29-6-0
6-1-8
36-0-0
6-6-0
37-6-0
1-6-0
0-
8
-
6
1-
1
1
-
6
8-
8
-
6
9-
0
-
1
0
0-
3
-
1
4
2-
1
-
3
6.00 12
3.00 12
3.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-10], [B:0-3-12,0-3-0], [J:0-4-0,0-3-4], [N:0-6-0,0-3-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.76
0.80
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.39
-0.61
0.25
0.13
(loc)
M-N
M-N
J
N
l/defl
>971
>625
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 189 lb FT = 20%
GRIP
220/195
169/162
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*
W1,W2,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 6-2-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing.
WEBS 1 Row at midpt C-M
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) A=1505/Mechanical, J=2145/0-5-8 (min. 0-2-5)
Max HorzA=-178(LC 10)
Max UpliftA=-228(LC 12), J=-382(LC 12)
Max GravA=1534(LC 17), J=2145(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-O=-4687/1015, B-O=-4587/1026, B-C=-4248/857, C-P=-1591/443, D-P=-1505/461, D-E=-1743/565, E-Q=-2184/580,
F-Q=-2296/570, F-G=-2253/439, G-R=-1182/1541, H-R=-1189/1421
BOT CHORD A-N=-837/4316, M-N=-430/2872, M-S=-160/1577, L-S=-160/1577, K-L=-33/1423, J-K=-27/1427, J-T=-1434/1206,
H-T=-1434/1206
WEBS B-N=-462/253, C-N=-326/2299, C-M=-1809/420, D-M=-386/1290, E-M=-688/273, E-L=-151/727, F-L=-555/265, G-L=-513/678,
G-J=-3261/1091
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-14 to 3-8-1, Interior(1) 3-8-1 to 16-0-0, Exterior(2R) 16-0-0 to 19-7-3, Interior(1)
19-7-3 to 37-6-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33
plate grip DOL=1.33
3) All plates are MT20 plates 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 = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=228,
J=382.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
C03
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-JAYRqssly3wlQ9raJ8AeaAvCFmH9w8PW3W_4vAzP4aO
Scale: 3/16"=1'
T2
T3
T4B1 B2
B3
W6
W5 W1 W2
W3 W4
W7
W8 W9
HW1
W11
W10T1
A
B
C
D
E F
G
H
I
N
M L K J
O
P Q
R
4x5
5x6
7x10
8x12 M18AHS
5x8 2x4
6x8
3x4
3x4
7x8
3x6
1.5x4
3x10 4x8
5x6
8-10-4
8-10-4
17-3-0
8-4-12
23-4-8
6-1-8
29-6-0
6-1-8
32-0-0
2-6-0
-1-6-0
1-6-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
17-3-0
1-3-0
23-4-8
6-1-8
29-6-0
6-1-8
32-0-0
2-6-0
0-
8
-
6
1-
1
1
-
6
8-
8
-
6
9-
0
-
1
5
1-
3
-
1
4
2-
1
-
3
6.00 12
3.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-1-6,0-2-5], [C:0-3-12,0-3-0], [K:0-3-8,0-2-0], [N:0-6-0,0-3-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.69
0.80
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.41
-0.63
0.26
0.15
(loc)
M-N
M-N
J
N
l/defl
>938
>606
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 179 lb FT = 20%
GRIP
220/195
169/162
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*
W1,W2,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 6-2-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-7-2 oc bracing.
WEBS 1 Row at midpt D-M
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1698/0-5-8 (min. 0-1-12), J=1554/Mechanical
Max HorzB=159(LC 11)
Max UpliftB=-309(LC 12), J=-242(LC 12)
Max GravB=1698(LC 1), J=1562(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-4764/1125, C-O=-4706/1145, C-D=-4348/1002, D-P=-1687/504, E-P=-1590/516, E-F=-1836/625, F-Q=-2394/754,
G-Q=-2518/733, G-H=-2476/610, H-I=-2131/499, I-J=-1530/365
BOT CHORD B-N=-1022/4361, M-N=-608/2942, M-R=-282/1650, L-R=-282/1650, K-L=-498/2131
WEBS C-N=-432/220, D-N=-415/2320, D-M=-1818/483, E-M=-432/1360, F-M=-786/325, F-L=-288/910, G-L=-575/273, H-K=-913/275,
I-K=-507/2222
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-7-10, Interior(1) 1-7-10 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6,
Interior(1) 19-2-6 to 31-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates 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 = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=309,
J=242.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
C04
Truss Type
Common
Qty
3
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:54 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-nM6q1CtNjN2b2JPmtsht6NSNTAiPfhjfIAkdRczP4aN
Scale = 1:57.4
T2
T3
B1 B2
B3
W7
W6 W1 W2
W3
HW1
W5
W4
A
B
C
D
E
F
I
H G
J
K
L
M
4x5
6x8
5x8
5x10 1.5x4
5x6
3x4
3x4
4x6
1.5x4
5x6
8-10-4
8-10-4
17-3-0
8-4-12
21-0-0
3-9-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
17-3-0
1-3-0
21-0-0
3-9-0
0-
8
-
6
8-
8
-
6
6-
2
-
6
2-
1
-
3
6.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-2-8,0-3-0], [H:0-5-0,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.48
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.31
0.13
0.07
(loc)
H-I
H-I
G
I
l/defl
>999
>799
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 Stud/Std *Except*
W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
SLIDER Left 2x4 DF Stud/Std 6-2-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing.
WEBS 1 Row at midpt C-H
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) A=1018/Mechanical, G=1018/0-5-8 (min. 0-1-8)
Max HorzA=194(LC 12)
Max UpliftA=-131(LC 12), G=-187(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-J=-2863/727, B-J=-2761/738, B-C=-2286/569, C-K=-543/162, D-K=-432/173, D-E=-466/207, E-L=-398/160, L-M=-446/154,
F-M=-515/153, F-G=-1002/289
BOT CHORD A-I=-839/2519, H-I=-440/1400
WEBS B-I=-517/256, C-I=-327/1317, C-H=-1269/429, E-H=-253/112, F-H=-196/775
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-14 to 3-0-14, Interior(1) 3-0-14 to 16-0-0, Exterior(2R) 16-0-0 to 19-0-0,
Interior(1) 19-0-0 to 20-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=131,
G=187.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
C05
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:55 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-GYgCFYu?UhASgT_yQZC6fb?Wla2YO3PoWqTAz2zP4aM
Scale = 1:60.0
T2
T3
B1 B2
B3
B4
W6
W5
W3
HW1
W4
W2
W1A
B
C
D
E
I
H
G F
J
K
L
M
4x5
6x8
5x8
2x4 4x5
5x6
3x4
3x4
4x6
6x12
5x6
8-10-4
8-10-4
15-10-0
6-11-12
21-0-0
5-2-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
21-0-0
5-0-0
0-
8
-
6
8-
8
-
6
6-
2
-
6
2-
1
-
3
0-
4
-
4
6.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-2-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.81
0.48
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.27
0.13
0.07
(loc)
A-I
A-I
F
I
l/defl
>999
>940
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 124 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*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 6-2-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt D-H
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) A=1018/Mechanical, F=1018/0-5-8 (min. 0-1-8)
Max HorzA=194(LC 12)
Max UpliftA=-131(LC 12), F=-187(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-J=-2861/729, B-J=-2759/740, B-C=-2281/571, C-K=-659/193, D-K=-551/204, D-L=-521/201, L-M=-549/192, E-M=-634/190,
E-F=-986/299
BOT CHORD A-I=-842/2518, H-I=-437/1399
WEBS B-I=-517/256, C-I=-332/1298, C-H=-1215/416, E-H=-184/730
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-14 to 3-0-14, Interior(1) 3-0-14 to 16-0-0, Exterior(2R) 16-0-0 to 19-0-0,
Interior(1) 19-0-0 to 20-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=131,
F=187.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
C06
Truss Type
Common Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-klEaSuueF_IJHdZ9_HjLCoXl3_PP7ffylUDkWVzP4aL
Scale = 1:57.0
T2
T3
B1 B2
B3
W8 W7
W6
W4
W2
W1
HW1
W5
W3
T1
A
B
C
D
E
F
K
J
I
H GL M
5x6
4x5
5x6
3x4
5x8
3x6
2x4 2x4
7x10
3x10
5x6
4-5-2
4-5-2
8-10-4
4-5-2
12-4-2
3-5-14
15-10-0
3-5-14
21-0-0
5-2-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
21-0-0
5-0-0
0-
8
-
6
8-
8
-
6
6-
2
-
6
2-
1
-
3
6.00 12
3.00 12
Plate Offsets (X,Y)-- [A:0-1-9,0-1-4], [C:0-3-0,0-3-0], [H:0-6-0,0-3-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.46
0.44
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.07
0.04
(loc)
J-K
J-K
G
J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 282 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 *Except*
B3: 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except*
W2,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
SLIDER Left 2x4 DF Stud/Std 2-10-4
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, Except:
6-0-0 oc bracing: G-H.
REACTIONS.(lb/size) A=1296/Mechanical, G=3493/0-5-8 (min. 0-1-14)
Max HorzA=191(LC 8)
Max UpliftA=-180(LC 8), G=-616(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-3416/560, B-C=-3311/578, C-D=-3250/585, D-E=-1361/267, E-F=-1323/263, F-G=-1938/370
BOT CHORD A-K=-652/2943, J-K=-698/3086, I-J=-447/2200, H-I=-404/2064
WEBS C-J=-281/182, D-J=-315/1635, D-H=-1305/289, E-H=-111/794, F-H=-273/1602
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, 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) A=180,
G=616.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1415 lb down and 245 lb up at
18-0-12, and 1425 lb down and 245 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-84, E-F=-84, A-J=-14, H-J=-14, G-H=-14
Concentrated Loads (lb)
Vert: L=-1378(F) M=-1378(F)
Job
3505714
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-klEaSuueF_IJHdZ9_HjLCoXmc_Sp7f6ylUDkWVzP4aL
Scale = 1:29.2
T1
W1
B1
W5 W4
W3 W2
HW1
A
B
C
D
E
H G F
I
J
K
L M N
2x4
4x5 4x5
3x10
3x4
2x4 3x4
3x4
3-9-0
3-9-0
7-6-0
3-9-0
11-3-0
3-9-0
-2-1-7
2-1-7
3-9-0
3-9-0
7-6-0
3-9-0
11-3-0
3-9-0
0-
8
-
6
4-
8
-
1
5-
0
-
7
4.24 12
Plate Offsets (X,Y)-- [B:0-0-0,0-1-5]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.42
0.23
0.33
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
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: 66 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) F=733/Mechanical, B=854/0-7-6 (min. 0-1-8)
Max HorzB=158(LC 23)
Max UpliftF=-182(LC 8), B=-207(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-997/129, C-I=-907/140, C-J=-749/147, D-J=-642/117
BOT CHORD B-L=-199/838, H-L=-199/838, H-M=-199/838, G-M=-199/838, G-N=-171/662, F-N=-171/662
WEBS D-G=0/314, D-F=-840/216
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional);
cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=182,
B=207.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 23 lb up at 2-9-8, 55 lb
down and 23 lb up at 2-9-8, 76 lb down and 70 lb up at 5-7-7, 76 lb down and 70 lb up at 5-7-7, and 112 lb down and 112 lb up at 8-5-6,
and 112 lb down and 112 lb up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, 18 lb down at 5-7-7, 18 lb down at 5-7-7
, and 52 lb down at 8-5-6, and 52 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-84, B-F=-14
Concentrated Loads (lb)
Vert: J=-38(F=-19, B=-19) K=-224(F=-112, B=-112) M=-15(F=-8, B=-8) N=-43(F=-22, B=-22)
Job
3505714
Truss
D01
Truss Type
Roof Special
Qty
4
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:57 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-CxnygEvG0IQAvn8LY_Eak04quNkJs7S5_8yH2xzP4aK
Scale = 1:59.3
T2 T2
B1
W1
W2
W3
W2
W3HW1
HW1
T1
T3
B1A
B
C
D
E
F
G
H
K J I
L
M N
O
5x10
4x8
5x10
5x6
3x4
3x4
5x8 1.5x4 1.5x4
5x6
3x4
3x4
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
32-0-0
8-0-0
-1-6-0
1-6-0
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
32-0-0
8-0-0
0-
8
-
6
8-
8
-
6
9-
0
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-5-0,0-3-0], [F:0-5-0,0-3-0], [H:0-3-15,0-0-7], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.84
0.40
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.23
0.10
0.06
(loc)
J-K
J-K
H
J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 152 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W3: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 4-5-2, Right 2x4 DF Stud/Std 4-5-2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt F-J, D-J
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1703/0-5-8 (min. 0-1-13), H=1565/Mechanical
Max HorzB=175(LC 11)
Max UpliftB=-309(LC 12), H=-243(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2654/440, C-L=-2596/445, C-D=-2396/466, D-M=-1867/397, E-M=-1689/411, E-N=-1690/417, F-N=-1867/403,
F-G=-2409/483, G-O=-2562/463, H-O=-2666/462
BOT CHORD B-K=-333/2226, J-K=-335/2224, I-J=-330/2239, H-I=-329/2242
WEBS E-J=-148/900, F-J=-872/229, F-I=0/271, D-J=-853/225, D-K=0/270
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-7-10, Interior(1) 1-7-10 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 32-0-0 zone; cantilever left and right exposed ;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=309,
H=243.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
E01
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:58 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-g7LKtawuncY1XxjX6hlpHDd00n3fbadFCoiraNzP4aJ
Scale = 1:60.4
0-
1
-
1
1
0-
1
-
1
1
T2
T3
T4
B1
W6
W3
W2
W1
W2
HW1
W5
W4T1
B2A
B
C
D
E F
G
K J I H
L
M
N O
P
Q
R
6x8
8x12 M18AHS
8x12 M18AHS
4x6
3x4
3x4
5x6 1.5x4 2x4 3x10
6x8
8-0-0
8-0-0
16-0-0
8-0-0
22-0-0
6-0-0
28-7-8
6-7-8
-1-6-0
1-6-0
8-0-0
8-0-0
16-0-0
8-0-0
22-0-0
6-0-0
28-7-8
6-7-8
0-
8
-
6
8-
6
-
1
1
8-
8
-
6
9-
0
-
1
5
5-
4
-
1
0
8-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-11,0-1-3], [D:0-4-0,Edge], [E:0-5-4,Edge], [F:0-8-10,Edge], [G:0-2-8,0-2-8], [J:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.81
0.46
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.21
0.05
0.04
(loc)
J-K
J-K
H
B-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 160 lb FT = 20%
GRIP
220/195
169/162
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*
W6,W5: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 4-5-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-F.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt D-J, E-I, F-I, G-H
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1531/0-5-8 (min. 0-1-10), H=1392/0-5-8 (min. 0-1-8)
Max HorzB=184(LC 12)
Max UpliftB=-267(LC 12), H=-231(LC 12)
Max GravB=1543(LC 17), H=1395(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2333/358, C-L=-2292/365, C-D=-2130/385, D-M=-1491/300, E-M=-1366/316, E-N=-886/265, N-O=-886/265,
F-O=-886/265, F-P=-989/248, P-Q=-992/235, G-Q=-1089/233, G-H=-1346/306
BOT CHORD B-K=-423/2037, J-K=-424/2032, J-R=-227/1274, I-R=-227/1274
WEBS D-K=0/285, D-J=-878/226, E-J=-51/657, E-I=-658/127, G-I=-186/1110
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 16-0-0, Exterior(2R) 16-0-0 to 20-2-15,
Interior(1) 20-2-15 to 22-0-0, Exterior(2R) 22-0-0 to 26-2-15, Interior(1) 26-2-15 to 28-5-12 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) The Fabrication Tolerance at joint E = 8%
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 = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=267,
H=231.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
G01
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:58 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-g7LKtawuncY1XxjX6hlpHDd0bn4YbV5FCoiraNzP4aJ
Scale = 1:57.3
0-
1
-
1
1
0-
1
-
1
1
T2
T3
T4
B1
W4 W3
W2 W1 W2
W3 W4HW1
HW1
T1
B3B2A
B
C
D
E F
G
H
I
M L K J
N
O P5x8
5x12 M18AHS
8x12 M18AHS
5x6
3x4
3x4
5x6
3x4
3x4
5x6 1.5x4 5x8
3x4
1.5x4
7-0-0
7-0-0
14-0-0
7-0-0
18-0-0
4-0-0
25-0-0
7-0-0
32-0-0
7-0-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
18-0-0
4-0-0
25-0-0
7-0-0
32-0-0
7-0-0
0-
8
-
6
7-
6
-
1
1
7-
8
-
6
8-
0
-
1
5
0-
8
-
6
7-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-4-0,0-3-0], [E:0-5-4,0-3-4], [F:0-8-10,Edge], [I:0-3-15,0-0-7], [K:0-3-8,0-3-0], [L:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.78
0.40
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.24
0.10
0.06
(loc)
L-M
L-M
I
L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 165 lb FT = 20%
GRIP
220/195
169/162
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*
W3,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 3-10-6, Right 2x4 DF Stud/Std 3-10-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (4-11-8 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) I=1565/Mechanical, B=1703/0-5-8 (min. 0-1-13)
Max HorzB=153(LC 11)
Max UpliftI=-243(LC 12), B=-309(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-N=-2689/468, C-N=-2571/471, C-D=-2461/490, D-O=-2027/423, E-O=-1891/439, E-F=-1707/439, F-P=-1897/442,
G-P=-2035/425, G-H=-2484/496, H-I=-2708/477
BOT CHORD B-M=-355/2261, L-M=-356/2259, K-L=-195/1705, J-K=-356/2285, I-J=-356/2285
WEBS D-L=-678/185, E-L=-47/404, E-K=-269/274, F-K=-60/393, G-K=-700/190
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-7-10, Interior(1) 1-7-10 to 14-0-0, Exterior(2E) 14-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 22-6-5, Interior(1) 22-6-5 to 32-0-0 zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) 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=243,
B=309.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
H01
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-8Kvj4wxWYvhu84IkfPH2pR9DsBQMKyTORSRO7pzP4aI
Scale = 1:54.7
0-
1
-
1
1
T2
T3
W2
B1
W4 W1
W2 W3 W2
W5
HW1
T1
B2A
B
C
D
E F G
K J I H
L
M
N O P Q
R S
5x8
8x12 M18AHS
2x4
3x6
5x6
3x4
3x4
1.5x4 5x8 1.5x4
3x10
7-0-0
7-0-0
14-0-0
7-0-0
21-5-8
7-5-8
28-7-8
7-2-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
21-5-8
7-5-8
28-7-8
7-2-0
0-
8
-
6
7-
6
-
1
1
7-
8
-
6
8-
0
-
1
5
7-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [D:0-4-0,0-3-0], [E:0-8-10,Edge], [J:0-3-12,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.68
0.43
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.17
0.06
0.04
(loc)
J-K
J-K
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 158 lb FT = 20%
GRIP
220/195
169/162
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*
W1,W3,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
SLIDER Left 2x4 DF Stud/Std 3-10-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-9-15 max.): E-G.
BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing.
WEBS 1 Row at midpt F-H
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) H=1392/0-5-8 (min. 0-1-9), B=1531/0-5-8 (min. 0-1-11)
Max HorzB=252(LC 12)
Max UpliftH=-268(LC 9), B=-252(LC 12)
Max GravH=1468(LC 17), B=1560(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2404/320, C-L=-2378/326, C-D=-2224/343, D-M=-1720/269, E-M=-1615/285, E-N=-1462/302, N-O=-1463/302,
F-O=-1465/302
BOT CHORD B-K=-472/2069, J-K=-473/2065, J-R=-215/1158, I-R=-215/1158, I-S=-215/1158, H-S=-215/1158
WEBS D-J=-694/196, E-J=0/276, F-J=-121/429, F-I=0/384, F-H=-1644/305
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15,
Interior(1) 18-2-15 to 28-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=268,
B=252.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
3505714
Truss
J01
Truss Type
Jack-Closed
Qty
23
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:44:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-8Kvj4wxWYvhu84IkfPH2pR9LcBQEK3sORSRO7pzP4aI
Scale = 1:30.6
T1
W1
B1
W2
HW1
A
B
C
D
E
F
G
1.5x4
3x4 2x6
3x4
1.5x4
8-0-0
8-0-0
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
0-
8
-
6
4-
8
-
6
5-
0
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-4-3,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.44
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.34
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>472
>278
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 40 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 2x4 DF Stud/Std 2-2-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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=372/Mechanical, B=529/0-5-8 (min. 0-1-8)
Max HorzB=158(LC 12)
Max UpliftF=-91(LC 12), B=-91(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-448/81, C-G=-357/81, C-D=-298/92
BOT CHORD B-F=-250/305
WEBS D-F=-353/289
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
J01A
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-cWT5IFy8JDplmEtwD6oHMeiQybpf3YHXg6BxfGzP4aH
Scale = 1:22.7
T1
B1
HW1
A
B
C
F
D
E2x6
3x4
3x4
5-11-11
5-11-11
-1-6-0
1-6-0
5-11-11
5-11-11
0-
8
-
6
3-
8
-
3
4-
0
-
1
2
3-
3
-
9
3-
8
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-3-4,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.53
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.11
0.02
0.00
(loc)
B-E
B-E
D
B
l/defl
>999
>651
n/a
****
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
SLIDER Left 2x4 DF Stud/Std 3-4-8
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) D=231/Mechanical, B=439/0-5-8 (min. 0-1-8), E=41/Mechanical
Max HorzB=126(LC 12)
Max UpliftD=-91(LC 12), B=-86(LC 12)
Max GravD=231(LC 1), B=439(LC 1), E=100(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
J02
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-cWT5IFy8JDplmEtwD6oHMeiVsbro3YHXg6BxfGzP4aH
Scale = 1:17.5
T1
B1
HW1
A
B
C
F
G
D
E2x6
3x4
3-11-11
3-11-11
-1-6-0
1-6-0
3-11-11
3-11-11
0-
8
-
6
2-
8
-
3
3-
0
-
1
2
2-
3
-
9
2-
8
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-3-4,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.21
0.10
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.01
0.00
(loc)
B-E
B-E
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 2-3-1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) D=138/Mechanical, B=349/0-5-8 (min. 0-1-8), E=27/Mechanical
Max HorzB=94(LC 12)
Max UpliftD=-55(LC 12), B=-83(LC 12)
Max GravD=138(LC 1), B=349(LC 1), E=66(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
J03
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:01 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-4i1TVbym3XxcOOS6nqJWvsEhn?CBo?XhvmwVBizP4aG
Scale = 1:12.2
T1
B1
HW1
A
B
C
D
E2x6
3x4
1-11-11
1-11-11
-1-6-0
1-6-0
1-11-11
1-11-11
0-
8
-
6
1-
8
-
3
2-
0
-
1
2
1-
3
-
9
1-
8
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-3-4,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.14
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B
B-E
D
B
l/defl
>999
>999
n/a
****
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
SLIDER Left 2x4 DF Stud/Std 1-5-8
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) D=30/Mechanical, B=280/0-5-8 (min. 0-1-8), E=14/Mechanical
Max HorzB=63(LC 12)
Max UpliftD=-19(LC 9), B=-89(LC 12)
Max GravD=31(LC 17), B=280(LC 1), E=33(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 1-11-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
K01
Truss Type
Common Structural Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:01 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-4i1TVbym3XxcOOS6nqJWvsEdL?7Poq3hvmwVBizP4aG
Scale = 1:53.3
T1
T2
B1
W1
W2
W1
W2HW1
HW1
ST7
ST5
ST6
ST4
ST3ST2
ST1
ST5
ST6
ST4
ST3 ST2
ST1
B2
A
B
C
D
E
F
G
H
O
N M L K J I
AH AI
AJ
AK
AL
3x6
3x4
3x4
5x6
2x4
3x4
3x4 3x6
3x4
3x4
5x6
8-4-0
8-4-0
12-10-0
4-6-0
16-8-0
3-10-0
25-0-0
8-4-0
6-3-0
6-3-0
12-6-0
6-3-0
18-9-0
6-3-0
25-0-0
6-3-0
26-6-0
1-6-0
0-
8
-
6
6-
1
1
-
6
7-
3
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [A:0-3-4,0-0-3], [D:0-2-0,0-0-4], [G:0-3-15,0-0-11], [M:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.42
0.33
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.16
0.02
0.02
(loc)
A-O
A-O
G
A-O
l/defl
>999
>973
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 165 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
SLIDER Left 2x4 DF Stud/Std 3-5-7, Right 2x4 DF Stud/Std 3-5-7
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.All bearings 12-5-8 except (jt=length) A=0-5-8, N=0-3-8, N=0-3-8.
(lb) - Max HorzA=-129(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) I except A=-132(LC 12), L=-227(LC 12), G=-142(LC 12)
Max Grav All reactions 250 lb or less at joint(s) K, J, I, N, N except A=774(LC 1), L=1204(LC 1), G=469(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1126/266, B-C=-927/282, C-AH=-858/275, D-AH=-729/286, D-AI=-14/253, F-AJ=-256/80, G-AJ=-373/74
BOT CHORD A-O=-152/951, O-AK=0/350, N-AK=0/350, N-AL=0/350, M-AL=0/350, L-M=0/350
WEBS D-L=-868/173, E-L=-514/226, D-O=-148/687, C-O=-507/216
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-6-0, Exterior(2R) 12-6-0 to 15-6-0, Interior(1)
15-6-0 to 26-6-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33
plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
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, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (jt=lb) A=132,
L=227, G=142.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
K02
Truss Type
Common Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-YvbrjxzOqq3T?Y1ILXqlR3nmSOLXXHBq7Qg2j8zP4aF
Scale = 1:50.4
T1
T2
B1
W1
W2 W3
W4 W5
W2W3
W4W5
B2
A
B
C
D
E
F
G
H
N M L
K J I
O P Q R S T U V
6x12
5x10
8x12 M18AHS
12x14
5x8
10x12 M18AHS
4x6
4x12
5x8
10x12 M18AHS
4x6
4x12
6x12
4-2-0
4-2-0
8-4-0
4-2-0
12-6-0
4-2-0
16-8-0
4-2-0
20-10-0
4-2-0
25-0-0
4-2-0
4-2-0
4-2-0
8-4-0
4-2-0
12-6-0
4-2-0
16-8-0
4-2-0
20-10-0
4-2-0
25-0-0
4-2-0
26-6-0
1-6-0
0-
8
-
6
6-
1
1
-
6
7-
6
-
2
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [G:Edge,0-0-4], [J:0-3-8,0-6-4], [L:0-7-0,0-6-4], [M:0-3-8,0-6-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.53
0.85
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.36
0.12
0.13
(loc)
J-L
J-L
G
J-L
l/defl
>999
>810
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 367 lb FT = 20%
GRIP
220/195
169/162
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 Stud/Std *Except*
W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) A=10992/0-5-8 (req. 0-5-14), G=8215/0-5-8 (min. 0-4-6)
Max HorzA=-128(LC 6)
Max UpliftA=-1911(LC 8), G=-1637(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-18949/3330, B-C=-16106/2921, C-D=-12455/2385, D-E=-12448/2383, E-F=-16035/3159, F-G=-15433/2982
BOT CHORD A-O=-2828/16454, O-P=-2828/16454, N-P=-2828/16454, N-Q=-2828/16454, Q-R=-2828/16454, M-R=-2828/16454,
M-S=-2472/14361, S-T=-2472/14361, L-T=-2472/14361, L-U=-2682/14283, K-U=-2682/14283, K-V=-2682/14283,
J-V=-2682/14283, I-J=-2517/13361, G-I=-2517/13361
WEBS D-L=-1993/10533, E-L=-4561/1082, E-J=-1045/4639, F-J=-358/1229, F-I=-390/121, C-L=-4673/779, C-M=-714/4706,
B-M=-2408/403, B-N=-427/2901
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: 2x8 - 2 rows staggered at 0-2-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) WARNING: Required bearing size at joint(s) A greater than input bearing size.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1911,
G=1637.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1540 lb down and 256 lb up at 1-4-4,
1551 lb down and 257 lb up at 3-4-4, 1551 lb down and 257 lb up at 5-4-4, 1551 lb down and 257 lb up at 7-4-4, 1551 lb down and 257
lb up at 8-11-7, 1551 lb down and 257 lb up at 10-11-4, 1580 lb down and 284 lb up at 12-11-4, and 1544 lb down and 283 lb up at
14-11-4, and 4267 lb down and 1043 lb up at 16-10-8 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-H=-84, A-G=-14
Concentrated Loads (lb)
Vert: J=-4267(B) O=-1540(B) P=-1551(B) Q=-1551(B) R=-1551(B) S=-1551(B) T=-1551(B) U=-1544(B) V=-1544(B)
Job
3505714
Truss
L01
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:03 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-159DwH_1b8BKdibVuFL__HKw3oi8GnO_M4PcGbzP4aE
Scale = 1:55.5
0-
1
-
1
1
T1
T2
W2
B1
W4 W1
W2
W3
W5 W5
W3
HW1
T3
B3B2A
B
C
D
E F G
H
L K
J I
M
N
O P Q R
S T U V
8x12 M18AHS
5x8 2x6
3x6
5x6
3x4
3x4
3x4
1.5x4 5x8 5x10
3x6
6-0-0
6-0-0
12-0-0
6-0-0
22-0-0
10-0-0
32-0-0
10-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
18-8-0
6-8-0
25-4-0
6-8-0
32-0-0
6-8-0
0-
8
-
6
6-
6
-
1
1
6-
8
-
6
7-
0
-
1
5
6-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [E:0-8-10,Edge], [F:0-4-0,0-3-4], [J:0-5-0,0-3-0], [K:0-3-12,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.60
0.76
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.46
0.09
0.06
(loc)
I-J
I-J
I
K-L
l/defl
>999
>829
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 167 lb FT = 20%
GRIP
220/195
169/162
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*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 3-3-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-2-12 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing.
WEBS 1 Row at midpt F-K, G-I
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1558/Mechanical, B=1696/0-5-8 (min. 0-1-14)
Max HorzB=220(LC 12)
Max UpliftI=-270(LC 9), B=-288(LC 12)
Max GravI=1623(LC 17), B=1733(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2771/411, C-M=-2683/413, C-D=-2685/429, D-N=-2273/362, E-N=-2187/382, E-O=-1983/386, F-O=-1985/385,
F-P=-1815/295, P-Q=-1815/295, G-Q=-1815/295
BOT CHORD B-L=-524/2381, K-L=-524/2381, K-S=-383/2041, S-T=-383/2041, J-T=-383/2041, J-U=-258/1378, U-V=-258/1378,
I-V=-258/1378
WEBS D-K=-465/159, E-K=-15/548, F-K=-356/71, F-J=-584/192, G-J=-86/931, G-I=-1872/356
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-7-10, Interior(1) 1-7-10 to 12-0-0, Exterior(2R) 12-0-0 to 16-6-5,
Interior(1) 16-6-5 to 31-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=270,
B=288.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
L02
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:03 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-159DwH_1b8BKdibVuFL__HKyYoljGoM_M4PcGbzP4aE
Scale = 1:50.0
0-
1
-
1
1
T1
T2
W2
B1
W5 W1
W2
W3
W4 W4
W3
HW1
T3
B3B2A
B
C
D
E F G
H
L K
J
I
M
N
O P Q
R S T U
8x12 M18AHS
5x6 2x4
3x6
5x6
3x4
3x4
3x4
1.5x4 5x8 5x8
3x6
6-0-0
6-0-0
12-0-0
6-0-0
20-3-12
8-3-12
28-7-8
8-3-12
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
17-6-8
5-6-8
23-1-0
5-6-8
28-7-8
5-6-8
0-
8
-
6
6-
6
-
1
1
6-
8
-
6
7-
0
-
1
5
6-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-7], [E:0-8-10,Edge], [F:0-3-0,0-3-4], [J:0-4-0,0-3-0], [K:0-3-12,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.53
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.23
0.06
0.05
(loc)
J-K
I-J
I
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 155 lb FT = 20%
GRIP
220/195
169/162
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*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 3-3-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-0-8 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing.
WEBS 1 Row at midpt F-K, G-I
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1392/0-5-8 (min. 0-1-9), B=1531/0-5-8 (min. 0-1-11)
Max HorzB=220(LC 12)
Max UpliftI=-265(LC 9), B=-260(LC 12)
Max GravI=1449(LC 17), B=1555(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2422/349, C-M=-2341/352, C-D=-2343/368, D-N=-1895/305, E-N=-1806/320, E-O=-1637/329, F-O=-1639/329,
F-G=-1381/234
BOT CHORD B-L=-469/2081, K-L=-469/2081, K-R=-305/1583, R-S=-305/1583, J-S=-305/1583, J-T=-199/1035, T-U=-199/1035,
I-U=-199/1035
WEBS D-K=-514/162, E-K=-15/418, F-J=-576/179, G-J=-94/856, G-I=-1558/303
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15,
Interior(1) 16-2-15 to 28-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=265,
B=260.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
3505714
Truss
LG01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:04 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-VHic8d?fMSJBFsAhSysDWUsDpCDY?KA7bk99o1zP4aD
Scale = 1:84.1
T1
T2
T3
W1
B1
ST5
ST4
ST3
ST2
ST1
B2
ST4
ST6 ST6 ST6
A
B
C
D
E
F
G
H I J K L
W V U T S R Q
P
O N M
3x4
4x5
3x4
3x4
20-6-8
20-6-8
10-11-2
10-11-2
13-11-2
2-11-15
20-6-8
6-7-7
8-
1
0
-
7
12
-
2
-
1
0
8-
1
0
-
7
13.42 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.09
0.04
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
M
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 171 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
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
end verticals, and 2-0-0 oc purlins (6-0-0 max.): H-L.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt L-M, F-S, E-T, G-R, I-Q, J-O, K-N
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-6-8.
(lb) - Max HorzA=275(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) M, S, V, R, Q, O, N except A=-183(LC 10), T=-106(LC 12), U=-117(LC
12), W=-151(LC 12)
Max Grav All reactions 250 lb or less at joint(s) A, M, S, T, U, V, R, Q, O, N except W=294(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-385/358
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 10-11-2, Exterior(2E) 10-11-2 to 13-11-2, Interior(1) 13-11-2 to 20-4-12 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) M, S, V, R, Q, O, N
except (jt=lb) A=183, T=106, U=117, W=151.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
LG02
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:04 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-VHic8d?fMSJBFsAhSysDWUsEKCD_?K77bk99o1zP4aD
Scale = 1:61.3
T1
T2
T3
W1
B1
ST4
ST3
ST2
ST1
ST3
B2
ST5 ST5 ST5 ST5 ST5 ST5
A
B
C
D
E
F
G
H I J K L M N
Z Y X W V U T S R Q P O
AA
3x4
4x5
3x4
5x6
23-11-0
23-11-0
7-11-2
7-11-2
11-5-2
3-5-15
23-11-0
12-5-15
4-
1
1
-
8
8-
1
0
-
6
4-
1
1
-
8
13.42 12
Plate Offsets (X,Y)-- [S:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.06
0.02
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
O
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 149 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, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): G-N.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt E-W
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 23-11-0.
(lb) - Max HorzA=-177(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) O, W, U, T, S, R, Q, P except A=-158(LC 10), X=-108(LC 12), Y=-114(LC
12), Z=-110(LC 12), V=-106(LC 12)
Max Grav All reactions 250 lb or less at joint(s) A, O, W, X, Y, Z, V, U, T, S, R, Q, P
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-228/253
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 7-11-2, Exterior(2R) 7-11-2 to 10-11-2, Interior(1) 10-11-2 to 23-9-4 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O, W, U, T, S, R, Q, P
except (jt=lb) A=158, X=108, Y=114, Z=110, V=106.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
M01
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-zUG_Lz?H7lR2t?lt0gOS3iPIfcTjknMHpOuiKTzP4aC
Scale = 1:45.6
T1 T1
B1
W1
W2
W1
W2
HW1
HW1
B2A
B
C
D
E
F
G
H
I
K J
L
M N
O
P Q
4x6
4x6
3x4
3x4
5x6
1.5x4
3x4
1.5x4
4x6
3x4
3x4
8-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
25-6-0
1-6-0
0-
8
-
6
6-
8
-
6
7-
0
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-3-11,0-0-15], [H:0-3-11,0-0-15], [J:0-3-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.47
0.43
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.23
0.05
0.04
(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: 112 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 2x4 DF Stud/Std 3-3-13, Right 2x4 DF Stud/Std 3-3-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-14 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=1307/0-5-8 (min. 0-1-8), H=1307/0-5-8 (min. 0-1-8)
Max HorzB=125(LC 11)
Max UpliftB=-246(LC 12), H=-246(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-1915/392, C-L=-1865/399, C-D=-1753/414, D-M=-1698/408, E-M=-1606/419, E-N=-1606/419, F-N=-1698/408,
F-G=-1753/414, G-O=-1865/399, H-O=-1914/392
BOT CHORD B-K=-274/1672, K-P=-110/1144, P-Q=-110/1144, J-Q=-110/1144, H-J=-277/1595
WEBS E-J=-118/652, F-J=-432/198, E-K=-118/652, D-K=-432/198
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-6-13 zone; cantilever left and right exposed ;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=246,
H=246.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
M02
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-zUG_Lz?H7lR2t?lt0gOS3iPNmcZ?koxHpOuiKTzP4aC
Scale: 1/4"=1'
T1 T1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B2
HW1
HW1A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
AB AA Z Y X W V U T S R
4x5
3x6
3x4
5x6
3x6
3x4
24-0-0
24-0-0
-1-6-0
1-6-0
12-0-0
12-0-0
24-0-0
12-0-0
25-6-0
1-6-0
0-
8
-
6
6-
8
-
6
7-
0
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-4-3,0-0-3], [P:0-4-3,0-0-3], [U:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.14
0.03
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
Q
Q
P
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
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
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 1-6-12, Right 2x4 DF Stud/Std 1-6-12
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.All bearings 24-0-0.
(lb) - Max HorzB=125(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, V, U, T, S, R, P
Max Grav All reactions 250 lb or less at joint(s) W, X, Y, Z, AA, AB, V, U, T, S, R except B=282(LC 1), P=282(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Corner(3E) -1-6-13 to 1-5-3, Exterior(2N) 1-5-3 to 12-0-0, Corner(3R) 12-0-0 to 15-0-0, Exterior(2N) 15-0-0 to 25-6-13 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X, Y, Z, AA, AB, V, U,
T, S, R, P.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
N01
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:06 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-RgqMYJ0vu3ZuU9K4aNvhcvyQ00onT7dQ22eGsvzP4aB
Scale = 1:56.0
0-
1
-
1
1
T1
T2
W2
B1
W1
W2
W3
W2 W3 W2
W4
HW1
T3
B3B2A
B
C
D
E F G H
L K J I
M
N
O P Q R S
8x12 M18AHS
6x8 3x4
3x6
5x6
4x6
5x8
1.5x4
5x6 1.5x4
3x10
10-0-0
10-0-0
17-5-12
7-5-12
24-9-12
7-4-0
32-0-0
7-2-4
-1-6-0
1-6-0
5-0-0
5-0-0
10-0-0
5-0-0
17-5-12
7-5-12
24-9-12
7-4-0
32-0-0
7-2-4
0-
8
-
6
5-
6
-
1
1
5-
8
-
6
6-
0
-
1
5
5-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-3-15,0-0-12], [E:0-8-10,Edge], [F:0-4-0,Edge], [K:0-3-0,0-3-0], [L:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.68
0.51
0.59
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.31
0.09
0.08
(loc)
B-L
B-L
I
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 164 lb FT = 20%
GRIP
220/195
169/162
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*
W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 2-8-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except
end verticals, and 2-0-0 oc purlins (3-7-7 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
WEBS 1 Row at midpt F-L, G-I
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1558/Mechanical, B=1696/0-5-8 (min. 0-1-13)
Max HorzB=188(LC 12)
Max UpliftI=-269(LC 9), B=-294(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2693/453, C-M=-2583/462, C-D=-2585/471, D-N=-2355/389, E-N=-2271/406, E-O=-2050/405, O-P=-2051/405,
F-P=-2054/405, F-Q=-2409/442, Q-R=-2409/442, G-R=-2409/442, H-I=-252/86
BOT CHORD B-L=-530/2246, K-L=-446/2420, J-K=-302/1711, I-J=-302/1711
WEBS E-L=-19/496, F-L=-643/108, F-K=-403/160, G-K=-180/859, G-J=0/269, G-I=-2103/370
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-7-10, Interior(1) 1-7-10 to 10-0-0, Exterior(2R) 10-0-0 to 14-6-5,
Interior(1) 14-6-5 to 31-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) 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=269,
B=294.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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
3505714
Truss
N02
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:07 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-vsOkmf1XfNhl6JvG74Qw87UeTP6ICdaZHiNpPMzP4aA
Scale = 1:50.3
0-
1
-
1
1
T1
T2
W2
B1
W1
W2 W3 W4 W4
W3
HW1
T3
B3B2A
B
C
D
E F G
H
K J
I
L
M
N O P Q
R S T U
8x12 M18AHS
5x8 2x4
3x6
5x8
3x6
5x8
1.5x4
5x8
3x6
10-0-0
10-0-0
19-3-12
9-3-12
28-7-8
9-3-12
-1-6-0
1-6-0
5-0-0
5-0-0
10-0-0
5-0-0
16-2-8
6-2-8
22-5-0
6-2-8
28-7-8
6-2-8
0-
8
-
6
5-
6
-
1
1
5-
8
-
6
6-
0
-
1
5
5-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-4-7,Edge], [E:0-8-10,Edge], [F:0-4-0,0-3-0], [J:0-4-0,0-3-4], [K:0-3-12,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.62
0.41
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.34
0.07
0.06
(loc)
I-J
I-J
I
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 143 lb FT = 20%
GRIP
220/195
169/162
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*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std 2-8-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-6-12 max.): E-H.
BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing.
WEBS 1 Row at midpt G-I
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1392/0-5-8 (min. 0-1-8), B=1531/0-5-8 (min. 0-1-10)
Max HorzB=188(LC 12)
Max UpliftI=-264(LC 9), B=-266(LC 12)
Max GravI=1426(LC 17), B=1546(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-2375/395, C-L=-2288/404, C-D=-2293/413, D-M=-2070/328, E-M=-1998/344, E-N=-1812/348, N-O=-1813/347,
F-O=-1815/347, F-G=-1728/283
BOT CHORD B-K=-479/2029, K-R=-364/1932, R-S=-364/1932, J-S=-364/1932, J-T=-253/1324, T-U=-253/1324, I-U=-253/1324
WEBS D-K=-277/151, E-K=-19/506, F-K=-397/99, F-J=-494/165, G-J=-68/794, G-I=-1715/334
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15,
Interior(1) 14-2-15 to 28-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=264,
B=266.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
3505714
Truss
P01
Truss Type
Half Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:07 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-vsOkmf1XfNhl6JvG74Qw87Uc2P5OCViZHiNpPMzP4aA
Scale = 1:56.4
0-
1
-
1
1
T1
T2
W2
B1
W4 W1
W2 W3 W2 W3 W2 W3 W2 W3 W2 W5
HW1
T3
B3B2A
B
C
D E F G H I
P O N M L K J
Q R S
T U V W X Y Z AA AB AC AD
6x8
1.5x4
6x8
6x8
3x4
2x4 3x10
3x10
7x8 7x8
5x6
2x4 4x6
3x10 4x6
4-0-0
4-0-0
8-0-0
4-0-0
12-11-6
4-11-6
17-8-15
4-9-10
22-6-9
4-9-10
27-4-2
4-9-10
32-0-0
4-7-14
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
12-11-6
4-11-6
17-8-15
4-9-10
22-6-9
4-9-10
27-4-2
4-9-10
32-0-0
4-7-14
0-
8
-
6
4-
6
-
1
1
4-
8
-
6
5-
0
-
1
5
4-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:Edge,0-2-2], [D:0-4-10,Edge], [F:0-3-0,0-3-0], [J:Edge,0-4-0], [M:0-4-0,0-4-8], [N:0-4-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.60
0.67
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.36
0.10
0.14
(loc)
M-N
M-N
J
M-N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 390 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-8-13 max.): D-I.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) J=4281/Mechanical, B=3975/0-5-8 (min. 0-2-2)
Max HorzB=157(LC 8)
Max UpliftJ=-1029(LC 5), B=-936(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-6869/1545, C-D=-7117/1685, D-Q=-6438/1562, E-Q=-6441/1562, E-F=-8409/2007, F-R=-8409/2007, G-R=-8409/2007,
G-S=-4198/1007, H-S=-4198/1007
BOT CHORD B-P=-1407/5787, O-P=-1407/5787, O-T=-1983/8261, T-U=-1983/8261, N-U=-1983/8261, N-V=-1983/8261, V-W=-1983/8261,
M-W=-1983/8261, M-X=-1682/7070, X-Y=-1682/7070, Y-Z=-1682/7070, L-Z=-1682/7070, L-AA=-1682/7070, AA-AB=-1682/7070,
K-AB=-1682/7070, K-AC=-1007/4198, AC-AD=-1007/4198, J-AD=-1007/4198
WEBS C-O=-255/851, D-O=-650/2783, E-O=-2520/565, E-N=-207/950, E-M=-74/289, F-M=-391/111, G-M=-430/1776, G-L=-202/934,
G-K=-3809/910, H-K=-798/3444, H-J=-5676/1361
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 100 lb uplift at joint(s) except (jt=lb) J=1029,
B=936.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1071 lb down and 307 lb up at 8-0-0,
358 lb down and 105 lb up at 10-0-12, 358 lb down and 105 lb up at 12-0-12, 358 lb down and 105 lb up at 14-0-12, 358 lb down and
105 lb up at 16-0-12, 358 lb down and 105 lb up at 18-0-12, 358 lb down and 105 lb up at 20-0-12, 358 lb down and 105 lb up at
22-0-12, 358 lb down and 105 lb up at 24-0-12, 358 lb down and 105 lb up at 26-0-12, and 358 lb down and 105 lb up at 28-0-12, and
358 lb down and 105 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-I=-84, B-J=-14
Continued on page 2
Job
3505714
Truss
P01
Truss Type
Half Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:07 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-vsOkmf1XfNhl6JvG74Qw87Uc2P5OCViZHiNpPMzP4aA
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: O=-1071(B) T=-358(B) U=-358(B) V=-358(B) W=-358(B) X=-358(B) Y=-358(B) Z=-358(B) AA=-358(B) AB=-358(B) AC=-358(B) AD=-358(B)
Job
3505714
Truss
P02
Truss Type
Half Hip Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-N2y6z_29QgpckTUShox9hK1ovpS0xyJjWM7MxozP4a9
Scale = 1:50.7
0-
1
-
1
1
T1
T2
W2
B1
W4 W1
W2 W3 W2 W3 W2 W3 W2 W5
HW1
T3
B2A
B
C
D E F G H
N M L K J I
O P
Q R S T U V W X Y Z
6x8
1.5x4
6x8
6x8
3x4
2x4 3x10
5x8
7x8
1.5x4
5x8 2x4
5x8
4-0-0
4-0-0
8-0-0
4-0-0
13-3-10
5-3-10
18-5-8
5-1-14
23-7-6
5-1-14
28-7-8
5-0-2
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
13-3-10
5-3-10
18-5-8
5-1-14
23-7-6
5-1-14
28-7-8
5-0-2
0-
8
-
6
4-
6
-
1
1
4-
8
-
6
5-
0
-
1
5
4-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:Edge,0-2-2], [D:0-4-10,Edge], [E:0-4-0,0-3-0], [L:0-4-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.53
0.59
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.25
0.07
0.10
(loc)
K-L
K-L
I
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 343 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-7-2 max.): D-H.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) I=4060/0-5-8 (min. 0-2-3), B=3511/0-5-8 (min. 0-1-14)
Max HorzB=157(LC 27)
Max UpliftI=-1006(LC 5), B=-826(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5995/1338, C-D=-6181/1463, D-O=-5581/1359, E-O=-5583/1359, E-P=-6307/1520, F-P=-6307/1520, F-G=-6307/1520
BOT CHORD B-N=-1230/5042, M-N=-1230/5042, M-Q=-1660/6903, Q-R=-1660/6903, L-R=-1660/6903, L-S=-1660/6903, S-T=-1660/6903,
T-U=-1660/6903, K-U=-1660/6903, K-V=-979/3985, V-W=-979/3985, J-W=-979/3985, J-X=-979/3985, X-Y=-979/3985,
Y-Z=-979/3985, I-Z=-979/3985
WEBS C-M=-244/741, D-M=-549/2350, E-M=-1820/420, E-L=-223/1024, E-K=-766/196, F-K=-414/148, G-K=-719/2990,
G-J=-227/1055, G-I=-5205/1278
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) I=1006,
B=826.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 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.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1071 lb down and 307 lb up at 8-0-0,
358 lb down and 105 lb up at 10-0-12, 358 lb down and 105 lb up at 12-0-12, 358 lb down and 105 lb up at 14-0-12, 358 lb down and
105 lb up at 16-0-12, 358 lb down and 105 lb up at 18-0-12, 358 lb down and 105 lb up at 19-11-4, 358 lb down and 105 lb up at
21-11-4, 358 lb down and 105 lb up at 23-11-4, and 358 lb down and 105 lb up at 25-11-4, and 361 lb down and 102 lb up at 27-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-H=-84, B-I=-14
Concentrated Loads (lb)
Vert: M=-1071(B) Q=-358(B) R=-358(B) S=-358(B) T=-358(B) U=-358(B) V=-358(B) W=-358(B) X=-358(B) Y=-358(B) Z=-361(B)
Job
3505714
Truss
Q01
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:09 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-rFWVBK2oB_xTLd3fFVSODYazXDtJgbusk0swTEzP4a8
Scale = 1:29.3
T1 T1
B1
W1
HW1
HW1
A
B
C
D
E
F
G
H
I
J K
L
4x6
3x6
3x4
3x4
3x6
3x4
3x4
1.5x4
7-0-0
7-0-0
14-0-0
7-0-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
15-6-0
1-6-0
0-
8
-
6
4-
2
-
6
4-
6
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-3-11,0-1-3], [F:0-3-11,0-1-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.54
0.26
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.01
0.03
(loc)
F-H
B-H
F
B-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 60 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 2x4 DF Stud/Std 3-10-6, Right 2x4 DF Stud/Std 3-10-6
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=817/0-5-8 (min. 0-1-8), F=817/0-5-8 (min. 0-1-8)
Max HorzB=-79(LC 10)
Max UpliftB=-170(LC 12), F=-170(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-916/262, C-I=-781/273, C-J=-744/274, D-J=-743/286, D-K=-742/286, E-K=-744/274, E-L=-781/273, F-L=-916/262
BOT CHORD B-H=-108/665, F-H=-108/665
WEBS D-H=0/257
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 15-6-13 zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=170,
F=170.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
Q02
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:09 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-rFWVBK2oB_xTLd3fFVSODYa3mDxygcask0swTEzP4a8
Scale = 1:29.1
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
J
K
P O N M L
4x5
3x6
3x4
3x6
3x4
14-0-0
14-0-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
15-6-0
1-6-0
0-
8
-
6
4-
2
-
6
4-
6
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [B:0-4-3,0-0-3], [J:0-4-3,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.14
0.03
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 66 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
SLIDER Left 2x4 DF Stud/Std 1-7-9, Right 2x4 DF Stud/Std 1-7-9
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.
REACTIONS.All bearings 14-0-0.
(lb) - Max HorzB=-79(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) O, P, M, L except B=-101(LC 12), J=-101(LC 12)
Max Grav All reactions 250 lb or less at joint(s) N, O, P, M, L except B=326(LC 1), J=326(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Corner(3E) -1-6-13 to 1-5-3, Exterior(2N) 1-5-3 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 15-6-13 zone; cantilever left and right exposed ;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O, P, M, L except (jt=lb)
B=101, J=101.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
3505714
Truss
Q03
Truss Type
Common Girder
Qty
1
Ply
2 Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-JR4tOg3QyI3KznerpDzdml67vd8APu_0zgcT?hzP4a7
Scale = 1:30.0
T1 T1
B1
W1
W2
W1
W2
A
B
C
D
E
G F
H
I J K L M
4x8
5x6
4x8 8x12 M18AHS
1.5x4
8x12 M18AHS
1.5x4
0-7-0
0-7-0
4-8-0
4-1-0
9-4-0
4-8-0
14-0-0
4-8-0
0-7-0
0-7-0
3-6-0
2-11-0
7-0-0
3-6-0
10-6-0
3-6-0
14-0-0
3-6-0
0-
8
-
6
4-
2
-
6
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [F:0-6-0,0-5-8], [G:0-6-0,0-5-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.63
0.54
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.02
0.03
(loc)
F-G
F-G
E
F-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 154 lb FT = 20%
GRIP
220/195
169/162
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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) A=4849/0-5-8 (min. 0-2-9), E=4765/0-5-8 (min. 0-2-9)
Max HorzA=-69(LC 25)
Max UpliftA=-699(LC 8), E=-721(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-6032/883, B-C=-5925/895, C-D=-6374/984, D-E=-6479/972
BOT CHORD A-H=-719/5112, H-I=-719/5112, G-I=-719/5112, G-J=-508/3846, J-K=-508/3846, F-K=-508/3846, F-L=-797/5502,
L-M=-797/5502, E-M=-797/5502
WEBS C-F=-518/3416, D-F=-205/459, C-G=-368/2660, B-G=-202/438
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 0-4-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp
C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=699,
E=721.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1286 lb down and 189 lb up at 0-7-0,
1004 lb down and 145 lb up at 2-6-4, 1004 lb down and 145 lb up at 4-6-4, 1004 lb down and 145 lb up at 6-6-4, 1004 lb down and 145
lb up at 8-6-4, and 1491 lb down and 242 lb up at 10-6-4, and 1491 lb down and 242 lb up at 12-6-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-E=-84, A-E=-14
Concentrated Loads (lb)
Vert: G=-1004(F) H=-1286(F) I=-1004(F) J=-1004(F) K=-1004(F) L=-1491(F) M=-1491(F)
Job
3505714
Truss
S01
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.530 s Dec 17 2021 Print: 8.530 s Dec 17 2021 MiTek Industries, Inc. Wed Apr 19 16:45:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:IrTW5oTW?H8c7c_NtP93YtzP9qa-JR4tOg3QyI3KznerpDzdml6EVdGDP2j0zgcT?hzP4a7
Scale = 1:27.6
W1
T1
T2
B1
ST3
ST2
ST1
ST2
ST1
HW2
A
B
C
D
E
F
G
H
I
O N M L K J
P
3x6
4x5
3x6
3x4
13-0-0
13-0-0
6-6-0
6-6-0
13-0-0
6-6-0
14-6-0
1-6-0
0-
8
-
6
3-
1
1
-
6
4-
3
-
1
5
0-
8
-
6
6.00 12
Plate Offsets (X,Y)-- [H:0-4-3,0-0-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.14
0.03
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 57 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Right 2x4 DF Stud/Std 1-6-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-0-0.
(lb) - Max HorzO=-70(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) O, M, N, K, J except H=-105(LC 12)
Max Grav All reactions 250 lb or less at joint(s) O, L, M, N, K, J except H=305(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 6-6-0, Corner(3R) 6-6-0 to 9-6-0, Exterior(2N) 9-6-0 to 14-6-13 zone; cantilever left and right exposed ;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O, M, N, K, J except
(jt=lb) H=105.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard