HomeMy WebLinkAboutTRUSS SPECS - 23-00510 - 2201 W 640 S - New SFRJob
SAVANNAH FH 3C
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:18 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-TYfk5UuJOdg5oY536G2MiS9pSBR9eRzDlhxbv4zLTXl
Scale = 1:70.4
T2 T2
B1
W1
W2
W3 W4
W2
W3
W4
T1 T1
B1B2
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST5
ST3
ST4
ST2ST1
ST12
ST13
ST10
ST11
ST8
ST9
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
5x8
5x6
5x8
5x6
3x8
5x6
5x6 3x4
3x4
5x6 3x4
3x4
10-0-0
10-0-0
20-0-0
10-0-0
30-0-0
10-0-0
40-0-0
10-0-0
-1-0-0
1-0-0
6-8-0
6-8-0
13-4-0
6-8-0
20-0-0
6-8-0
26-8-0
6-8-0
33-4-0
6-8-0
40-0-0
6-8-0
41-0-0
1-0-0
0-
4
-
1
8-
8
-
1
9-
0
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-2-5,Edge], [J:0-2-0,0-1-8], [K:0-3-0,0-3-4], [M:0-3-0,0-3-4], [N:0-2-0,0-0-11]
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
0.72
0.90
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.49
-0.71
0.20
0.39
(loc)
L-N
L-N
H
L-N
l/defl
>966
>675
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 271 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 2-4-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-12 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=2047/0-3-8 (min. 0-2-3), H=2047/0-3-8 (min. 0-2-3)
Max Horz B=160(LC 11)
Max UpliftB=-792(LC 12), H=-792(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BA=-4275/1575, C-BA=-4181/1587, C-D=-3850/1514, D-E=-2657/1085, E-F=-2657/1085,
F-G=-3850/1514, G-BB=-4181/1587, H-BB=-4275/1575
BOT CHORD B-N=-1390/3839, M-N=-1075/3117, M-BC=-1075/3117, BC-BD=-1075/3117, L-BD=-1075/3117,
L-BE=-1075/3117, BE-BF=-1075/3117, K-BF=-1075/3117, J-K=-1075/3117, H-J=-1390/3839
WEBS E-L=-680/1561, F-L=-1037/428, F-J=-315/717, G-J=-559/303, D-L=-1037/428, D-N=-315/717,
C-N=-559/303
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=40ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 2-11-5, Exterior(2N) 2-11-5 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0
, Exterior(2N) 24-0-0 to 41-0-11 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=792,
H=792.
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
SAVANNAH FH 3C
Truss
A2
Truss Type
Common
Qty
5
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-u7KtjWxBhY2gf?qeoPc3K4nKiOTsrnKfSf9FWPzLTXi
Scale = 1:67.1
T2 T2
B1
W1 W2
W3
W4
W2
W3
W4
T1 T1
B1B2AB
C
D
E
F
G
H I
N M L K J
O
P Q
R
S T U V W X Y Z
5x8
5x6
5x8
5x6
5x6 3x8 3x4
1.5x4
3x4
1.5x4
5x6
5x6
10-0-0
10-0-0
20-0-0
10-0-0
30-0-0
10-0-0
40-0-0
10-0-0
-1-0-0
1-0-0
6-8-0
6-8-0
13-4-0
6-8-0
20-0-0
6-8-0
26-8-0
6-8-0
33-4-0
6-8-0
40-0-0
6-8-0
41-0-0
1-0-0
0-
4
-
1
8-
8
-
1
9-
0
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-2-5,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
0.72
0.90
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.49
-0.71
0.20
0.40
(loc)
L-N
L-N
H
L-N
l/defl
>966
>675
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 178 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 2-4-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-7-8 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=2047/0-3-8 (min. 0-2-3), H=2047/0-3-8 (min. 0-2-3)
Max Horz B=-160(LC 10)
Max UpliftB=-792(LC 12), H=-792(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-4275/1890, C-O=-4181/1902, C-D=-3850/1831, D-P=-2657/1252, E-P=-2564/1265,
E-Q=-2564/1265, F-Q=-2657/1252, F-G=-3850/1831, G-R=-4181/1902, H-R=-4275/1890
BOT CHORD B-S=-1667/3839, N-S=-1667/3839, M-N=-1295/3117, M-T=-1295/3117, T-U=-1295/3117,
U-V=-1295/3117, L-V=-1295/3117, L-W=-1297/3117, W-X=-1297/3117, X-Y=-1297/3117,
K-Y=-1297/3117, J-K=-1297/3117, J-Z=-1669/3839, H-Z=-1669/3839
WEBS E-L=-775/1561, F-L=-1037/515, F-J=-439/717, G-J=-559/206, D-L=-1037/515, D-N=-439/717,
C-N=-559/206
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=40ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-11-5, Interior(1) 2-11-5 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0,
Interior(1) 24-0-0 to 41-0-11 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=792,
H=792.
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
SAVANNAH FH 3C
Truss
B1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:23 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-qVSd8CySDAIOuJ_0vpeXPVsjQCBgJfKyvzeLaHzLTXg
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
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
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.27
(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 6-4-3 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=-3472/1267, C-BA=-3377/1281, C-D=-3156/1248, D-E=-2198/917, E-F=-2198/917,
F-G=-3156/1248, G-BB=-3377/1281, H-BB=-3472/1267
BOT CHORD B-N=-1056/2991, N-BC=-802/2460, M-BC=-802/2460, M-BD=-802/2460, L-BD=-802/2460,
L-BE=-802/2460, K-BE=-802/2460, K-BF=-802/2460, J-BF=-802/2460, H-J=-1056/2991
WEBS E-L=-671/1482, F-L=-881/386, F-J=-291/641, G-J=-456/271, D-L=-881/386, D-N=-291/641,
C-N=-456/271
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=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-8-13, Exterior(2N) 2-8-13 to 19-0-0, Corner(3R) 19-0-0 to
22-9-10, Exterior(2N) 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
SAVANNAH FH 3C
Truss
B2
Truss Type
Common
Qty
7
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-E47mnE?KV5gzlmibayCE18UEgPDNW?KObxt0BczLTXd
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
SAVANNAH FH 3C
Truss
B3
Truss Type
Common
Qty
12
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-jHh8_Z?yGOpqNwHn8fjTZL1NNpZRFSSXqbcZj2zLTXc
Scale = 1:63.2
T2 T2
B1
W7
W5
W2 W1 W3
W4
W6
T1 T3
B3B2A
B
C
D
E
F
G
H
I
J
O N M L K
P
Q R
S
T U V W X
3x6
5x6
3x6
5x6
5x6 3x4
1.5x4
3x4
3x8
3x4
3x4
1.5x4
5x6
4x8
9-5-4
9-5-4
19-0-0
9-6-12
28-3-12
9-3-12
37-9-0
9-5-4
-1-0-0
1-0-0
6-4-0
6-4-0
12-8-0
6-4-0
19-0-0
6-4-0
25-3-0
6-3-0
31-6-0
6-3-0
37-9-0
6-3-0
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]
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
0.77
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.52
0.14
0.30
(loc)
M-O
M-O
J
M-O
l/defl
>999
>859
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,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 2-11-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing.
WEBS 1 Row at midpt E-M, G-M
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), J=1834/Mechanical
Max Horz B=208(LC 11)
Max UpliftB=-755(LC 12), J=-701(LC 12)
Max Grav B=1946(LC 1), J=1841(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-P=-3470/1536, C-P=-3378/1550, C-D=-3158/1507, D-E=-3063/1520, E-Q=-2192/1056,
F-Q=-2089/1071, F-R=-2089/1062, G-R=-2190/1047, G-H=-2955/1485, H-I=-3126/1463,
I-S=-3305/1514, J-S=-3420/1501
BOT CHORD B-T=-1297/2990, O-T=-1297/2990, O-U=-993/2449, U-V=-993/2449, N-V=-993/2449,
M-N=-993/2449, L-M=-985/2438, L-W=-985/2438, K-W=-985/2438, K-X=-1277/2956,
J-X=-1277/2956
WEBS C-O=-458/181, E-O=-412/651, E-M=-878/460, F-M=-767/1485, G-M=-872/458, G-K=-395/642,
I-K=-456/178
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,
J=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
SAVANNAH FH 3C
Truss
B4
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-7sNHcb2rZJBOEO0MpoGAB_fvG1aFSq4_WZrDKNzLTXZ
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
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
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.51
0.15
0.27
(loc)
K-M
K-M
H
K-M
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 6-3-5 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=-3468/1266, C-AZ=-3373/1280, C-D=-3150/1247, D-E=-2192/916, E-F=-2192/916,
F-G=-3140/1246, G-BA=-3314/1278, H-BA=-3430/1263
BOT CHORD B-M=-1079/2986, M-BB=-825/2455, L-BB=-825/2455, L-BC=-825/2455, K-BC=-825/2455,
K-BD=-824/2450, J-BD=-824/2450, J-BE=-824/2450, I-BE=-824/2450, H-I=-1076/2965
WEBS C-M=-456/270, D-M=-291/641, D-K=-881/386, E-K=-670/1477, F-K=-877/395, F-I=-290/634,
G-I=-446/291
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=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-8-8, Exterior(2N) 2-8-8 to 19-0-0, Corner(3R) 19-0-0 to 22-9-5,
Exterior(2N) 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
SAVANNAH FH 3C
Truss
C1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-XR3PFd4jsEZz5rlxVwqtpcHJyEcqfC9QCX3txizLTXW
Scale = 1:53.6
T1 T1
B1
W1
W2
W3
W4 W5
W6
W2W3
W4W5
W6
HW1
HW1
B1
ST1 ST1
ST2
ST3 ST4
A
B
C
D
E
F
G
H
I
N M L K JWXYZAAABACADAEAF AG AH
5x8
7x10
8x12
5x8
7x10 12x12
6x8
12x12 12x12
5x6
3x4
6x8
12x12
3x8
12x12
5x6
3x4
1.5x4
1.5x4 1.5x4
3x6
1.5x4
1.5x4
3x6
3x8
3x4
1.5x4
1.5x4
Special
Special
Special Special Special
Special
Special Special Special Special Special
Special
3-11-0
3-11-0
7-9-0
3-10-0
11-9-0
4-0-0
15-9-0
4-0-0
19-7-0
3-10-0
23-6-0
3-11-0
2-11-4
2-11-4
5-10-8
2-11-4
7-9-0
1-10-8
11-9-0
4-0-0
15-9-0
4-0-0
17-7-8
1-10-8
20-6-12
2-11-4
23-6-0
2-11-4
0-
6
-
3
8-
4
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:0-5-2,0-2-0], [A:0-2-8,1-1-10], [B:0-2-4,0-2-8], [E:0-2-5,Edge], [G:0-1-0,0-1-8], [H:0-2-4,0-2-8], [I:0-2-8,1-1-10], [I:0-5-2,0-2-0], [J:0-6-0,0-7-8], [K:0-3-8
,0-7-0], [L:0-6-0,0-7-8], [M:0-3-8,0-7-0], [N:0-6-0,0-7-4], [U:0-1-3,0-1-4]
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
0.96
0.77
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.33
0.07
0.18
(loc)
K-L
K-L
I
K-L
l/defl
>999
>826
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 428 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
SLIDER Left 2x4 DF Stud/Std -X 2-3-10,
Right 2x6 DF SS or 1800F 1.6E -X 2-3-11
BRACING-
TOP CHORD Sheathed or 1-8-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=12317/0-5-8 (req. 0-6-9), I=11781/0-5-8 (req. 0-6-5)
Max Horz A=173(LC 7)
Max UpliftA=-4659(LC 8), I=-4454(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-16254/6126, B-C=-16108/6136, C-D=-14084/5387, D-E=-10797/4165, E-F=-10797/4165,
F-G=-14259/5453, G-H=-16840/6412, H-I=-16991/6402
BOT CHORD A-W=-4981/13263, W-X=-4981/13263, N-X=-4981/13263, N-Y=-4585/12299, Y-Z=-4585/12299,
M-Z=-4585/12299, M-AA=-4333/11673, AA-AB=-4333/11673, L-AB=-4333/11673,
L-AC=-4388/11819, AC-AD=-4388/11819, K-AD=-4388/11819, K-AE=-4697/12597,
AE-AF=-4697/12597, J-AF=-4697/12597, J-AG=-5211/13874, AG-AH=-5211/13874,
I-AH=-5211/13874
WEBS E-L=-4494/11503, F-L=-4692/1835, F-K=-2108/5417, G-K=-1795/710, G-J=-1222/3137,
H-J=-275/406, D-L=-4454/1745, D-M=-2001/5134, C-M=-1447/579, C-N=-960/2442,
B-N=-274/403
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 - 3 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) The Fabrication Tolerance at joint L = 12%
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Continued on page 2
Job
SAVANNAH FH 3C
Truss
C1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:34 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-0dcoSz5LdYhqi?K82dL6MqpUiey3OfPZRBpRT8zLTXV
NOTES-
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
10) WARNING: Required bearing size at joint(s) A, I greater than input bearing size.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=4659, I=4454.
12) 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.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1832 lb down and 695 lb up at 0-6-12, 1827 lb down and 693 lb up at
2-6-12, 1827 lb down and 693 lb up at 4-6-12, 1827 lb down and 693 lb up at 6-6-12, 1827 lb down and 693 lb up at 8-6-12, 1827 lb down and 693 lb up at 10-6-12, 1827 lb
down and 693 lb up at 12-6-12, 1827 lb down and 693 lb up at 14-6-12, 1827 lb down and 693 lb up at 16-6-12, 1827 lb down and 693 lb up at 18-6-12, and 1827 lb down
and 693 lb up at 20-6-12, and 1827 lb down and 693 lb up at 21-5-4 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-I=-84, A-I=-14
Concentrated Loads (lb)
Vert: W=-1824(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) AG=-1820(B) AH=-1820(B)
Job
SAVANNAH FH 3C
Truss
D1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-y0kYte6c99xYyJTWA2NaRFv2RRokskjsuVIYY1zLTXT
Scale = 1:40.8
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
B1
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
V U T S R Q P O N
W X
4x5
3x4
5x6
3x4
23-6-0
23-6-0
-1-0-0
1-0-0
11-9-0
11-9-0
23-6-0
11-9-0
24-6-0
1-0-0
0-
3
-
1
4
3-
9
-
0
4-
0
-
4
0-
3
-
1
4
3.50 12
Plate Offsets (X,Y)-- [R: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
0.11
0.05
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.01
0.00
(loc)
M
M
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD 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 23-6-0.
(lb) - Max Horz B=43(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N
Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=255(LC 1), V=349(LC 1), L=255(LC
1), N=349(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-V=-281/130, K-N=-281/130
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) -1-0-8 to 1-11-8, Exterior(2N) 1-11-8 to 11-9-0, Corner(3R) 11-9-0 to 14-9-0,
Exterior(2N) 14-9-0 to 24-6-8 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, S, T, U, V, Q, P, O,
L, N.
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
SAVANNAH FH 3C
Truss
D2
Truss Type
Common
Qty
3
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-QCIw4_7EwT3PZT2ikmupzSR7ar0rb6Q078154TzLTXS
Scale = 1:39.0
T1 T2
B1
W1
W2
W1
W2
B2
A
B
C
D
E
F
H G
I
J K
L
M N O P Q
3x8
5x6
5x6
1.5x4
3x4
1.5x4
3x8
7-10-0
7-10-0
15-8-0
7-10-0
23-6-0
7-10-0
5-10-8
5-10-8
11-9-0
5-10-8
17-7-8
5-10-8
23-6-0
5-10-8
24-6-0
1-0-0
0-
3
-
1
4
3-
9
-
0
4-
0
-
4
0-
3
-
1
4
3.50 12
Plate Offsets (X,Y)-- [A:0-0-13,Edge], [E:0-0-13,Edge], [G: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
0.47
0.57
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.35
0.09
0.22
(loc)
G-H
G-H
E
A-H
l/defl
>999
>797
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 87 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 3-4-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-0 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=1135/0-3-8 (min. 0-1-8), E=1239/0-3-8 (min. 0-1-8)
Max Horz A=-45(LC 10)
Max UpliftA=-434(LC 12), E=-484(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-I=-3141/1649, B-I=-3068/1658, B-J=-2671/1524, C-J=-2595/1531, C-K=-2580/1552,
D-K=-2655/1545, D-L=-3060/1671, E-L=-3120/1662
BOT CHORD A-M=-1544/2949, H-M=-1544/2949, H-N=-970/1930, N-O=-970/1930, O-P=-970/1930,
G-P=-970/1930, G-Q=-1542/2928, E-Q=-1542/2928
WEBS C-G=-519/763, D-G=-613/263, C-H=-507/780, B-H=-622/266
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 11-9-0, Exterior(2R) 11-9-0 to 14-9-0,
Interior(1) 14-9-0 to 24-6-8 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=434,
E=484.
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
SAVANNAH FH 3C
Truss
E1
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-MaQhVg9US4J7pmC5rAwH2tXZNfqs35MIbSWC9MzLTXQ
Scale = 1:29.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
N M L K J
O P
4x5
3x4
3x8
3x4
3x8
12-6-0
12-6-0
-1-0-0
1-0-0
6-3-0
6-3-0
12-6-0
6-3-0
13-6-0
1-0-0
0-
6
-
3
4-
8
-
3
5-
2
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,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
0.02
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: 59 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 12-6-0.
(lb) - Max Horz B=108(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 1-11-0, Exterior(2N) 1-11-0 to 6-3-0, Corner(3R) 6-3-0 to 9-3-0,
Exterior(2N) 9-3-0 to 13-7-0 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) 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
SAVANNAH FH 3C
Truss
J1
Truss Type
Monopitch
Qty
8
Ply
1
KARTCHNER SAVANNAH FH 3C
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:37:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-IzXRwMAkziZr24MUzbzl8IcocSTFX?ob2m?IDEzLTXO
Scale = 1:16.3
T1
W1
B1A
B
C
D
E
F
G H
1.5x4
2x4
1.5x4
5-10-8
5-10-8
-1-0-0
1-0-0
5-10-8
5-10-8
6-0-0
0-1-8
0-
4
-
1
4
2-
7
-
1
4
2-
1
1
-
4
2-
4
-
6
0-
3
-
8
2-
7
-
1
4
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
0.54
0.22
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.00
0.08
(loc)
B-D
B-D
D
B-D
l/defl
>999
>723
n/a
>828
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-10-8 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=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8)
Max Horz B=94(LC 9)
Max UpliftB=-157(LC 12), D=-105(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 5-10-4 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) except (jt=lb) B=157,
D=105.
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