HomeMy WebLinkAboutTRUSS SPECS - 22-00753 - 685 S 2470 W - New SFRJob
HUNTINGTON CM B
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-QkSS?88eLsP8BoJW3Fq_clDgmjKlbxwDOQatc2zLV8j
Scale: 3/16"=1'
T2 T2
B1
W1 W2
W3
W4
W2W3
W4
T1 T1
B1B2
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4ST2
ST1
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4 ST2
ST1
A
B
C
D
E
F
G
H
I
N M L K J
BA
BB BC
BD
BE BF BG BH BI BJ
5x8
5x6
5x8
5x6
3x8 3x4 3x4
5x6
5x6 5x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
38-0-0
9-6-0
-1-0-0
1-0-0
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
39-0-0
1-0-0
0-
4
-
3
9-
1
0
-
3
10
-
3
-
1
5
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,Edge], [K:0-3-0,0-3-4], [M: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
0.52
0.75
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.29
(loc)
L-N
L-N
H
L-N
l/defl
>999
>883
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 278 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing.
WEBS 1 Row at midpt F-L, D-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1)
Max Horz B=211(LC 11)
Max UpliftB=-755(LC 12), H=-755(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BA=-3472/1530, C-BA=-3377/1544, C-D=-3156/1512, D-BB=-2198/1053, E-BB=-2095/1067,
E-BC=-2095/1067, F-BC=-2198/1053, F-G=-3156/1512, G-BD=-3377/1544, H-BD=-3472/1530
BOT CHORD B-BE=-1276/2991, N-BE=-1276/2991, N-BF=-974/2460, M-BF=-974/2460, M-BG=-974/2460,
L-BG=-974/2460, L-BH=-978/2460, K-BH=-978/2460, K-BI=-978/2460, J-BI=-978/2460,
J-BJ=-1275/2991, H-BJ=-1275/2991
WEBS E-L=-760/1482, F-L=-881/461, F-J=-407/641, G-J=-456/181, D-L=-881/461, D-N=-407/641,
C-N=-456/181
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) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2R) 19-0-0 to
22-9-10, Interior(1) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) except (jt=lb) B=755,
H=755.
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
HUNTINGTON CM B
Truss
A2
Truss Type
Common
Qty
7
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-rJ8adABWennj2G15kNNhENrB0wMSoHgf4OpXDMzLV8g
Scale: 3/16"=1'
T2 T2
B1
W1 W2
W3
W4
W2
W3
W4
T1 T1
B1B2A
B
C
D
E
F
G
H
I
N M L K J
O
P Q
R
S T U V W X
5x8
5x6
5x8
5x6
5x6 3x8 3x4
1.5x4
3x4
1.5x4
5x6
5x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
38-0-0
9-6-0
-1-0-0
1-0-0
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
39-0-0
1-0-0
0-
4
-
3
9-
1
0
-
3
10
-
3
-
1
5
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,Edge]
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
0.52
0.75
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.29
(loc)
L-N
L-N
H
L-N
l/defl
>999
>883
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 179 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 3-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing.
WEBS 1 Row at midpt F-L, D-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1)
Max Horz B=211(LC 11)
Max UpliftB=-755(LC 12), H=-755(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-3472/1530, C-O=-3377/1544, C-D=-3156/1512, D-P=-2198/1053, E-P=-2095/1067,
E-Q=-2095/1067, F-Q=-2198/1053, F-G=-3156/1512, G-R=-3377/1544, H-R=-3472/1530
BOT CHORD B-S=-1276/2991, N-S=-1276/2991, N-T=-974/2460, M-T=-974/2460, M-U=-974/2460,
L-U=-974/2460, L-V=-978/2460, K-V=-978/2460, K-W=-978/2460, J-W=-978/2460,
J-X=-1275/2991, H-X=-1275/2991
WEBS E-L=-760/1482, F-L=-881/461, F-J=-407/641, G-J=-456/181, D-L=-881/461, D-N=-407/641,
C-N=-456/181
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) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2R) 19-0-0 to
22-9-10, Interior(1) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=755,
H=755.
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
HUNTINGTON CM B
Truss
A3
Truss Type
Common
Qty
11
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-niFL2rCmAO1RHZBTsoP9JowX6k1sGBCyYiIeHFzLV8e
Scale = 1:63.2
T2 T2
B1
W4
W3
W2 W1 W2
W3
W4
T1 T3
B3B2A
B
C
D
E
F
G
H
M L K J I
N
O P
Q
R S T U V W
5x8
5x6
5x8
5x6
5x6 3x4
1.5x4
3x8 3x4
1.5x4
5x6
5x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
37-9-0
9-3-0
-1-0-0
1-0-0
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
37-9-0
6-1-0
0-
4
-
3
9-
1
0
-
3
10
-
3
-
1
5
0-
5
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F: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
0.54
0.76
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.30
(loc)
K-M
K-M
H
I-K
l/defl
>999
>885
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 176 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing.
WEBS 1 Row at midpt D-K, F-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical
Max Horz B=208(LC 11)
Max UpliftB=-755(LC 12), H=-701(LC 12)
Max Grav B=1946(LC 1), H=1841(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-N=-3468/1529, C-N=-3373/1543, C-D=-3150/1512, D-O=-2192/1051, E-O=-2089/1065,
E-P=-2089/1062, F-P=-2192/1047, F-G=-3140/1491, G-Q=-3314/1520, H-Q=-3430/1507
BOT CHORD B-R=-1295/2986, M-R=-1295/2986, M-S=-997/2455, L-S=-997/2455, L-T=-997/2455,
K-T=-997/2455, K-U=-986/2450, J-U=-986/2450, J-V=-986/2450, I-V=-986/2450,
I-W=-1277/2965, H-W=-1277/2965
WEBS C-M=-456/181, D-M=-408/641, D-K=-881/461, E-K=-759/1477, F-K=-877/458, F-I=-391/634,
G-I=-446/173
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) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-5,
Interior(1) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=755,
H=701.
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
HUNTINGTON CM B
Truss
A4
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-j4N5TXE1i?H9WtLszDSdPD0tcYjKk5hF??nlM8zLV8c
Scale = 1:63.2
T2 T2
B1
W4
W3 W2 W1 W2
W3
W4
T1 T3
B3B2
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4ST2
ST1
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4 ST2
ST1
A
B
C
D
E
F
G
H
M L K J I
AZ
BA BB
BC
BD BE BF BG BH BI
5x8
5x6
5x8
5x6
3x4 3x8 3x4
5x6
5x6 5x6
9-6-0
9-6-0
19-0-0
9-6-0
28-6-0
9-6-0
37-9-0
9-3-0
-1-0-0
1-0-0
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
37-9-0
6-1-0
0-
4
-
3
9-
1
0
-
3
10
-
3
-
1
5
0-
5
-
1
1
6.00 12
Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [J:0-3-0,0-3-4], [L: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
0.54
0.76
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.30
(loc)
K-M
K-M
H
I-K
l/defl
>999
>885
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 276 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing.
WEBS 1 Row at midpt D-K, F-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical
Max Horz B=208(LC 11)
Max UpliftB=-755(LC 12), H=-701(LC 12)
Max Grav B=1946(LC 1), H=1841(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AZ=-3468/1529, C-AZ=-3373/1543, C-D=-3150/1512, D-BA=-2192/1051, E-BA=-2089/1065,
E-BB=-2089/1062, F-BB=-2192/1047, F-G=-3140/1491, G-BC=-3314/1520, H-BC=-3430/1507
BOT CHORD B-BD=-1295/2986, M-BD=-1295/2986, M-BE=-997/2455, L-BE=-997/2455, L-BF=-997/2455,
K-BF=-997/2455, K-BG=-986/2450, J-BG=-986/2450, J-BH=-986/2450, I-BH=-986/2450,
I-BI=-1277/2965, H-BI=-1277/2965
WEBS C-M=-456/181, D-M=-408/641, D-K=-881/461, E-K=-759/1477, F-K=-877/458, F-I=-391/634,
G-I=-446/173
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) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-5,
Interior(1) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=755,
H=701.
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
HUNTINGTON CM B
Truss
B1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-8f3E5ZGv_wfjNL4RfM?K0seKCljJxU4hhz?PzTzLV8Z
Scale = 1:49.9
T1 T1
B1
W1
W2
W3
W4
W2W3
W4
ST1
ST2
ST1
ST2
ST3
ST4
ST5
B1
A
B
C
D
E
F
G
J I HWXYZAAABAC AD AE AF
5x8
5x8
8x12
5x8
6x8 12x12
6x8
12x12
5x8
12x12 3x6 3x6 3x6
2x4
3x6
Special
Special
Special Special Special Special Special Special Special Special
Special
5-5-8
5-5-8
10-11-0
5-5-8
16-4-8
5-5-8
21-10-0
5-5-8
3-7-11
3-7-11
7-3-5
3-7-11
10-11-0
3-7-11
14-6-11
3-7-11
18-2-5
3-7-11
21-10-0
3-7-11
0-
6
-
3
7-
9
-
8
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:Edge,0-1-13], [A:0-9-3,0-1-8], [D:0-2-5,Edge], [G:Edge,0-1-13], [G:0-9-3,0-2-8], [H:0-6-0,0-7-8], [I:0-6-0,0-7-8], [J:0-6-0,0-7-8]
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
0.78
0.87
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.32
0.06
0.18
(loc)
H-I
H-I
G
H-I
l/defl
>999
>793
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 363 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 2x10 DF 1950F 1.7E or 2x10 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
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-10-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=11171/0-5-8 (req. 0-5-15), G=10942/0-5-8 (req. 0-5-13)
Max Horz A=161(LC 26)
Max UpliftA=-4225(LC 8), G=-4137(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-14635/5509, B-C=-14481/5529, C-D=-10285/3962, D-E=-10284/3962, E-F=-14936/5700,
F-G=-15090/5681
BOT CHORD A-W=-4476/11950, W-X=-4476/11950, X-Y=-4476/11950, J-Y=-4476/11950, J-Z=-3822/10316,
Z-AA=-3822/10316, I-AA=-3822/10316, I-AB=-3893/10503, AB-AC=-3893/10503,
H-AC=-3893/10503, H-AD=-4619/12328, AD-AE=-4619/12328, AE-AF=-4619/12328,
G-AF=-4619/12328
WEBS D-I=-4286/10972, E-I=-3343/1313, E-H=-2062/5306, F-H=-274/254, C-I=-3032/1195,
C-J=-1860/4770, B-J=-274/256
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 0-4-0 oc.
Bottom chords connected as follows: 2x10 - 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 ; end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.33 plate grip DOL=1.33
5) 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.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) The Fabrication Tolerance at joint I = 16%
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) WARNING: Required bearing size at joint(s) A, G greater than input bearing size.
Continued on page 2
Job
HUNTINGTON CM B
Truss
B1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:39 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-csdcJvHXlEna?UedC3WZZ3AVx92YgxKrwdlzVvzLV8Y
NOTES-
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=4225, G=4137.
13) 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.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1829 lb down and 694 lb up at 0-10-12, 1827 lb down and 693 lb up at
2-10-12, 1827 lb down and 693 lb up at 4-10-12, 1827 lb down and 693 lb up at 6-10-12, 1827 lb down and 693 lb up at 8-10-12, 1827 lb down and 693 lb up at 10-10-12,
1827 lb down and 693 lb up at 12-10-12, 1827 lb down and 693 lb up at 14-10-12, 1827 lb down and 693 lb up at 16-10-12, and 1827 lb down and 693 lb up at 18-10-12,
and 1827 lb down and 693 lb up at 19-9-4 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-G=-84, A-G=-14
Concentrated Loads (lb)
Vert: I=-1820(B) W=-1822(B) X=-1820(B) Y=-1820(B) Z=-1820(B) AA=-1820(B) AB=-1820(B) AC=-1820(B) AD=-1820(B) AE=-1820(B) AF=-1820(B)
Job
HUNTINGTON CM B
Truss
C1
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-42B_WFIAWYvRdeDpmm1o5HjqjZbpPal_9HUW1LzLV8X
Scale = 1:27.5
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
N M L K J
4x5
3x4
3x8
3x4
3x8
11-4-0
11-4-0
-1-0-0
1-0-0
5-8-0
5-8-0
11-4-0
5-8-0
12-4-0
1-0-0
0-
6
-
3
4-
3
-
8
4-
9
-
9
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-2-0,Edge], [H:Edge,0-0-12], [H:0-2-0,Edge]
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
0.07
0.03
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 53 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-4-0.
(lb) - Max Horz B=100(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J
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) -1-1-0 to 1-8-0, Exterior(2N) 1-8-0 to 5-8-0, Corner(3R) 5-8-0 to 8-8-0,
Exterior(2N) 8-8-0 to 12-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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, H, M, N, K, J.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H.
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
HUNTINGTON CM B
Truss
D1
Truss Type
Common Structural Gable
Qty
1
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-0RIlxwJQ29A9syNCuB4GBio8BME?tT8Hcbzd6EzLV8V
Scale = 1:20.7
T1 T1
B1
W1
HW1 HW1
ST1 ST1
A
B
C
D
E
FKL M N
4x5
4x5 4x5
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
3-11-0
3-11-0
7-10-0
3-11-0
-1-0-0
1-0-0
3-11-0
3-11-0
7-10-0
3-11-0
8-10-0
1-0-0
0-
7
-
8
3-
2
-
1
3
3-
7
-
9
0-
7
-
8
8.00 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-P
0.20
0.24
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.01
(loc)
B-F
B-F
D
B-F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 36 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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=473/0-3-8 (min. 0-1-8), D=473/0-3-8 (min. 0-1-8)
Max Horz B=74(LC 11)
Max UpliftB=-190(LC 12), D=-190(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-390/184, C-D=-390/184
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) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 3-11-0, Exterior(2R) 3-11-0 to 6-11-0,
Interior(1) 6-11-0 to 8-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=190,
D=190.
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
HUNTINGTON CM B
Truss
D2
Truss Type
Common
Qty
2
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-ypQVMcLgamQt5GXb?c6kG7tV_Aw3LNSa3vTjA6zLV8T
Scale = 1:21.6
T1 T1
B1
W1
HW1 HW1W2
A
B
C
D
F
E
G H I J
4x5
1.5x4 5x6
4x5
1.5x4
1.5x4
3-11-0
3-11-0
6-6-12
2-7-12
6-8-8
0-1-12
7-10-0
1-1-8
3-11-0
3-11-0
6-6-12
2-7-12
7-10-0
1-3-4
0-
7
-
8
3-
2
-
1
3
0-
7
-
8
8.00 12
Plate Offsets (X,Y)-- [A:Edge,0-2-6]
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
0.18
0.21
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.00
0.02
(loc)
A-F
A-F
E
A-F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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)A=302/0-3-8 (min. 0-1-8), E=451/0-3-8 (min. 0-1-8)
Max Horz A=-65(LC 10)
Max UpliftA=-118(LC 12), E=-142(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-298/136, B-C=-269/163
WEBS C-E=-270/200
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2R) 3-11-0 to 6-11-0,
Interior(1) 6-11-0 to 7-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) A=118,
E=142.
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
HUNTINGTON CM B
Truss
D3
Truss Type
Common
Qty
1
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-R0_tZyLIL4YkjP6nZKdzoKQcgaF64rMjIZCHjZzLV8S
Scale = 1:20.7
T1
T2
B1
W1
HW1
W2A
B
C
E DFG
4x5
3x4
1.5x4 5x6
3x8
3-11-0
3-11-0
6-3-8
2-4-8
3-11-0
3-11-0
6-3-8
2-4-8
6-5-0
0-1-8
0-
7
-
8
3-
2
-
1
3
1-
3
-
5
0-
3
-
8
1-
6
-
1
3
8.00 12
Plate Offsets (X,Y)-- [A:Edge,0-2-6], [D:0-3-8,Edge]
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
0.44
0.22
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.00
0.02
(loc)
A-E
A-E
D
A-E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=300/0-3-8 (min. 0-1-8), D=300/0-1-8 (min. 0-1-8)
Max Horz A=87(LC 11)
Max UpliftA=-114(LC 12), D=-116(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-290/135, B-C=-251/169
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2E) 3-11-0 to 6-3-4
zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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) Bearing at joint(s) D 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 at joint(s) D.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=114,
D=116.
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
HUNTINGTON CM B
Truss
J1
Truss Type
Monopitch
Qty
5
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-NO6d_eNZthoSyjGAgkgRulVznNynYlN0mthOnRzLV8Q
Scale = 1:13.5
T1
W1
B1
A
B
C
D
E
F
1.5x4
2x4
1.5x4
4-10-8
4-10-8
-1-0-0
1-0-0
4-10-8
4-10-8
5-0-0
0-1-8
0-
4
-
0
2-
2
-
8
2-
6
-
1
2
1-
1
1
-
0
0-
3
-
8
2-
2
-
8
4.50 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-P
0.34
0.14
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.00
0.03
(loc)
B-D
B-D
D
B-D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8)
Max Horz B=78(LC 9)
Max UpliftB=-140(LC 12), D=-84(LC 12)
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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=140.
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
HUNTINGTON CM B
Truss
J2
Truss Type
Monopitch
Qty
5
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:48 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-raf0C_OBe?wJatqMESBgQz2CVnKZHBdA_XRxJtzLV8P
Scale = 1:9.9
T1
W1
B1
A
B
C
D
E
F
1.5x4
2x4
1.5x4
2-10-8
2-10-8
-1-0-0
1-0-0
2-10-8
2-10-8
3-0-0
0-1-8
0-
4
-
0
1-
5
-
8
1-
9
-
1
2
1-
2
-
0
0-
3
-
8
1-
5
-
8
4.50 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-P
0.08
0.04
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B-D
B-D
D
B-D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8)
Max Horz B=49(LC 11)
Max UpliftB=-109(LC 12), D=-44(LC 9)
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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 2-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=109.
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
HUNTINGTON CM B
Truss
J3
Truss Type
Monopitch
Qty
6
Ply
1
KARTCHNER HUNTINGTON CM B
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 13:47:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:Mal0Hw1zlTRcVyigOH32jizouXb-JnDOPKOpPJ2AC1PYo9ivzAbK9Bgo0etJDBAUsKzLV8O
Scale = 1:13.7
T1
W1
B1
A
B
C
D
E
F
G
1.5x4
2x4
1.5x4
2-10-8
2-10-8
-1-0-0
1-0-0
2-10-8
2-10-8
5-0-0
2-1-8
0-
4
-
0
2-
2
-
8
2-
6
-
1
2
1-
2
-
0
0-
3
-
8
2-
2
-
8
4.50 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-P
0.28
0.04
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
B-E
B-E
E
B-E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=184/0-3-8 (min. 0-1-8), E=362/0-1-8 (min. 0-1-8)
Max Horz B=80(LC 9)
Max UpliftB=-71(LC 8), E=-182(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-E=-343/283
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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=182.
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