HomeMy WebLinkAboutTRUSS SPECS - 20-00917 - 2479 W 880 S - New SFRJob
20-114096T
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-sYmjNjR3gZk8b_NuFpxD0VEFQQF6F6chokhOWCyG0Ij
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
J K
P O N M L
BA
BB BC
BD
BE BF BG BH BI BJ BK BL
5x6
5x6
3x8
3x4
3x4
3x4
3x4
5x6
5x6
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:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [M:0-3-0,0-3-4], [O: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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.61
0.48
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.47
0.15
0.31
(loc)
L-N
L-N
J
N-P
l/defl
>999
>952
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 3-1-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing.
WEBS 1 Row at midpt F-N, G-N, E-N
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), J=1948/0-5-8 (min. 0-2-1)
Max Horz B=184(LC 11)
Max UpliftB=-755(LC 12), J=-755(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BA=-3473/2250, C-BA=-3370/2267, C-D=-3093/2181, D-E=-2875/2202, E-BB=-2175/1597,
F-BB=-2045/1609, F-BC=-2045/1609, G-BC=-2175/1597, G-H=-2875/2202, H-I=-3093/2181,
I-BD=-3370/2267, J-BD=-3473/2250
BOT CHORD B-BE=-1884/2984, P-BE=-1884/2984, P-BF=-1463/2433, O-BF=-1463/2433, O-BG=-1463/2433,
BG-BH=-1463/2433, N-BH=-1463/2433, N-BI=-1469/2433, BI-BJ=-1469/2433, M-BJ=-1469/2433,
M-BK=-1469/2433, L-BK=-1469/2433, L-BL=-1889/2984, J-BL=-1889/2984
WEBS F-N=-1139/1345, G-N=-879/653, G-L=-527/521, I-L=-460/272, E-N=-879/653, E-P=-527/521,
C-P=-460/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 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(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 19-0-0, Corner(3) 19-0-0 to 22-0-0,
Exterior(2) 22-0-0 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,
J=755.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
A2
Truss Type
Common
Qty
7
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-owuUoPSJCA_srIXGMEzh5wKbwExaj1B_G2AVb4yG0Ih
Scale: 3/16"=1'
T2 T2
B1
W1 W2
W3
W4
W2
W3
W4
T1 T1
B1B2AB
C
D
E
F
G
H
I
J K
P O N M L
Q
R S
T
U V W X
3x6
5x6
3x6
5x6
5x6 3x8
3x4
3x4
1.5x4
3x4
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], [J: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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.61
0.41
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.47
0.15
0.27
(loc)
L-N
L-N
J
L-N
l/defl
>999
>952
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 3-1-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing.
WEBS 1 Row at midpt F-N, G-N, E-N
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), J=1948/0-5-8 (min. 0-2-1)
Max Horz B=-184(LC 10)
Max UpliftB=-755(LC 12), J=-755(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-Q=-3473/1774, C-Q=-3370/1790, C-D=-3093/1734, D-E=-2875/1756, E-R=-2175/1259,
F-R=-2045/1271, F-S=-2045/1271, G-S=-2175/1259, G-H=-2875/1756, H-I=-3093/1734,
I-T=-3370/1790, J-T=-3473/1774
BOT CHORD B-P=-1504/2984, P-U=-1174/2433, O-U=-1174/2433, O-V=-1174/2433, N-V=-1174/2433,
N-W=-1185/2433, M-W=-1185/2433, M-X=-1185/2433, L-X=-1185/2433, J-L=-1514/2984
WEBS F-N=-950/1345, G-N=-879/494, G-L=-451/521, I-L=-460/180, E-N=-879/494, E-P=-451/521,
C-P=-460/180
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 19-0-0, Exterior(2) 19-0-0 to 22-0-0,
Interior(1) 22-0-0 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,
J=755.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
A3
Truss Type
Common
Qty
12
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-G7Ss0lTxzU6jSS6TwxUwd8slHdHpSUH7Uiv37XyG0Ig
Scale = 1:63.2
T2 T2
B1
W4
W3
W2 W1 W2
W3
W4
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
3x6
5x6
3x6
5x6
5x6 3x4
1.5x4
3x4
3x8
3x4
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]
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.53
0.61
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.47
0.14
0.28
(loc)
M-O
M-O
J
J-K
l/defl
>999
>953
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 3-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing.
WEBS 1 Row at midpt E-M, F-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=184(LC 11)
Max UpliftB=-755(LC 12), J=-701(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-P=-3469/1774, C-P=-3366/1791, C-D=-3089/1735, D-E=-2871/1757, E-Q=-2170/1258,
F-Q=-2040/1270, F-R=-2040/1275, G-R=-2170/1263, G-H=-2863/1770, H-I=-3081/1748,
I-S=-3336/1805, J-S=-3431/1790
BOT CHORD B-O=-1532/2979, O-T=-1202/2429, N-T=-1202/2429, N-U=-1202/2429, M-U=-1202/2429,
M-V=-1195/2425, L-V=-1195/2425, L-W=-1195/2425, K-W=-1195/2425, J-K=-1531/2962
WEBS C-O=-460/180, E-O=-453/521, E-M=-879/495, F-M=-953/1341, G-M=-875/490, G-K=-461/518,
I-K=-450/185
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 19-0-0, Exterior(2) 19-0-0 to 22-0-0,
Interior(1) 22-0-0 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
A4
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-DVZcQRVBV5MRimFr1MWOjZy5ERzHwNfQy?O9CPyG0Ie
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
ST4ST2ST1
ST11
ST12
ST9
ST10
ST8
ST6
ST7
ST5
ST3
ST4 ST2 ST1
A
B
C
D
E
F
G
H
I
J
O N M L K
AZ
BA BB
BC
BD BE BF BG BH BI BJ BK
5x6
5x6
3x4
3x4
3x8
3x4
3x4
5x6
5x6
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:0-3-0,0-3-0], [H:0-3-0,0-3-0], [L:0-3-0,0-3-4], [N: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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.57
0.61
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.47
0.14
0.31
(loc)
M-O
M-O
J
M-O
l/defl
>999
>953
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 3-0-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing.
WEBS 1 Row at midpt E-M, F-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=184(LC 11)
Max UpliftB=-755(LC 12), J=-701(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AZ=-3469/2250, C-AZ=-3366/2267, C-D=-3089/2180, D-E=-2871/2202, E-BA=-2170/1596,
F-BA=-2040/1607, F-BB=-2040/1613, G-BB=-2170/1601, G-H=-2863/2218, H-I=-3081/2196,
I-BC=-3336/2285, J-BC=-3431/2270
BOT CHORD B-BD=-1911/2979, O-BD=-1911/2979, O-BE=-1490/2429, N-BE=-1490/2429, N-BF=-1490/2429,
BF-BG=-1490/2429, M-BG=-1490/2429, M-BH=-1483/2425, BH-BI=-1483/2425, L-BI=-1483/2425,
L-BJ=-1483/2425, K-BJ=-1483/2425, K-BK=-1918/2962, J-BK=-1918/2962
WEBS C-O=-460/272, E-O=-529/521, E-M=-879/654, F-M=-1142/1341, G-M=-875/649, G-K=-540/518,
I-K=-450/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 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(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 19-0-0, Corner(3) 19-0-0 to 22-0-0,
Exterior(2) 22-0-0 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,
J=701.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
B1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-9uhNr7WS1id9x3PE9nZso_1OpFcwODQjPJtGGIyG0Ic
Scale = 1:57.0
T1 T1
B1
W1
W2 W3 W4
W1
W2W3
W4 B2
ST3ST2
ST1
ST2
ST1
ST4
ST5
ST6
ST7
A
B
C
D
E
F
G
K J I HYZAAABACADAEAF AG AH
6x12
9x12 MT18HS
3x6
6x12 12x12 12x12
3x4
12x12 12x12
1.5x4
3x6
2x4
1.5x4
3x6
5x6
3x8
2x4
1.5x4
3x6
5x6
2x4
1.5x4
3x6
1.5x4
1.5x4
3x6 3x6
1.5x4
Special
Special
Special
Special
Special Special Special Special Special
Special
Special
Special
4-8-6
4-8-6
9-4-13
4-8-6
14-1-3
4-8-6
18-9-10
4-8-6
23-6-0
4-8-6
3-11-0
3-11-0
7-10-0
3-11-0
11-9-0
3-11-0
15-8-0
3-11-0
19-7-0
3-11-0
23-6-0
3-11-0
0-
6
-
3
8-
4
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:Edge,0-2-8], [C:0-4-0,0-2-9], [D:0-3-0,0-3-9], [D:0-9-8,0-3-0], [E:0-1-8,0-0-9], [G:Edge,0-2-8], [H:0-6-0,0-7-8], [I:0-6-0,0-7-8], [J:0-6-0,0-7-8], [K:0-6-0,0-7-4]
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.75
0.73
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.32
0.06
0.19
(loc)
J-K
J-K
G
J-K
l/defl
>999
>867
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 439 lb FT = 20%
GRIP
220/195
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: 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 3-1-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=11061/0-5-8 (req. 0-5-14), G=10794/0-5-8 (req. 0-5-12)
Max Horz A=173(LC 7)
Max UpliftA=-4615(LC 8), G=-4501(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-14387/5969, B-C=-14199/5987, C-D=-11640/4956, D-E=-11607/4942, E-F=-14222/5997,
F-G=-14409/5979
BOT CHORD A-Y=-4853/11750, Y-Z=-4853/11750, K-Z=-4853/11750, K-AA=-4129/10111,
AA-AB=-4129/10111, J-AB=-4129/10111, J-AC=-3092/7721, AC-AD=-3092/7721,
I-AD=-3092/7721, I-AE=-4122/10093, AE-AF=-4122/10093, H-AF=-4122/10093,
H-AG=-4861/11770, AG-AH=-4861/11770, G-AH=-4861/11770
WEBS D-I=-2791/6457, E-I=-1776/770, E-H=-1431/3307, F-H=-306/248, D-J=-2831/6551,
C-J=-1745/757, C-K=-1401/3235, B-K=-307/253
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 7-10; 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 MT20 plates unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
10) WARNING: Required bearing size at joint(s) A, G 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=4615
, G=4501.
Continued on page 2
Job
20-114096T
Truss
B1
Truss Type
GABLE
Qty
1
Ply
2
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:47 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-9uhNr7WS1id9x3PE9nZso_1OpFcwODQjPJtGGIyG0Ic
NOTES-
12) This truss is designed in accordance with the 2015 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) 1637 lb down and 695 lb up at 0-6-12, 1633 lb down and 693 lb up at
2-6-12, 1633 lb down and 693 lb up at 4-6-12, 1633 lb down and 693 lb up at 6-6-12, 1633 lb down and 693 lb up at 8-6-12, 1633 lb down and 693 lb up at 10-6-12, 1633 lb
down and 693 lb up at 12-6-12, 1633 lb down and 693 lb up at 14-6-12, 1633 lb down and 693 lb up at 16-6-12, 1633 lb down and 693 lb up at 18-6-12, and 1633 lb down
and 693 lb up at 20-6-12, and 1635 lb down and 694 lb up at 22-6-12 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-G=-84, A-G=-14
Concentrated Loads (lb)
Vert: H=-1633(B) K=-1633(B) Y=-1637(B) Z=-1633(B) AA=-1633(B) AB=-1633(B) AC=-1633(B) AD=-1633(B) AE=-1633(B) AF=-1633(B) AG=-1633(B) AH=-1635(B)
Job
20-114096T
Truss
D1
Truss Type
Common
Qty
1
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-d4Fl3TX4o0l0ZD_QjU45KBaiLe7h7rCtezdqokyG0Ib
Scale = 1:41.0
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2AB
C
D
E
F
G
H
I
J
K
L M
V U T S R Q P O N
W
X Y
Z
4x5
3x4
5x6
3x4
23-8-0
23-8-0
-1-0-0
1-0-0
11-10-0
11-10-0
23-8-0
11-10-0
24-8-0
1-0-0
0-
3
-
1
4
3-
9
-
5
4-
0
-
9
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.05
0.06
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: 92 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 23-8-0.
(lb) - Max Horz B=44(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, N, L
Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=258(LC 1), V=358(LC 1), N=358(LC
1), L=258(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-V=-287/148, K-N=-287/148
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 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(3) -1-0-8 to 1-11-8, Exterior(2) 1-11-8 to 11-10-0, Corner(3) 11-10-0 to 14-10-0,
Exterior(2) 14-10-0 to 24-8-8 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,
N, L.
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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
D2
Truss Type
Common
Qty
3
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-5Gp7GoYiYKttANZcGCbKtP6nV2LlsDt0tdMNLAyG0Ia
Scale = 1:39.3
T1 T2
B1
W1
W2
W1
W2
B2
A
B
C
D
E F
H G
I
J K
L
3x8
5x6
5x6
1.5x4
3x4
1.5x4
3x8
7-10-11
7-10-11
15-9-5
7-10-11
23-8-0
7-10-11
5-11-0
5-11-0
11-10-0
5-11-0
17-9-0
5-11-0
23-8-0
5-11-0
24-8-0
1-0-0
0-
3
-
1
4
3-
9
-
5
4-
0
-
9
0-
3
-
1
4
3.50 12
Plate Offsets (X,Y)-- [A:0-2-9,0-0-4], [E:0-2-9,0-0-4], [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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.58
0.35
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.35
0.09
0.25
(loc)
G-H
G-H
E
G-H
l/defl
>999
>791
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 88 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-4-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-7-5 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=1143/0-3-8 (min. 0-1-8), E=1248/0-3-8 (min. 0-1-8)
Max Horz A=-45(LC 10)
Max UpliftA=-437(LC 12), E=-487(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-I=-3165/1961, B-I=-3092/1970, B-J=-2691/1861, C-J=-2615/1868, C-K=-2600/1854,
D-K=-2676/1847, D-L=-3084/1958, E-L=-3144/1948
BOT CHORD A-H=-1843/2972, G-H=-1182/1944, E-G=-1840/2950
WEBS C-G=-661/769, D-G=-617/208, C-H=-668/787, B-H=-627/210
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 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(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-10-0, Exterior(2) 11-10-0 to 14-10-0,
Interior(1) 14-10-0 to 24-8-8 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=437,
E=487.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
E1
Truss Type
Common
Qty
1
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-ZTNVU8YKJd?koX8pqv6ZQcf2iSpZbls95H6wtdyG0IZ
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
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:0-0-0,0-0-12], [B:0-1-15,Edge], [H:0-0-0,0-0-12], [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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.03
0.05
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 7-10; 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(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 6-3-0, Corner(3) 6-3-0 to 9-3-0,
Exterior(2) 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) 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
F1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-2fxthUZy4x7aQhj?OddoyqC6Bs5mKCpJKxrUP3yG0IY
Scale = 1:16.3
T1
W1
B1
ST1
A
B
C
D
G
H
1.5x4
2x4
1.5x4
1.5x4
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.54
0.28
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.00
0.11
(loc)
B-D
B-D
D
B-D
l/defl
>999
>723
n/a
>636
L/d
360
240
n/a
240
PLATES
MT20
Weight: 23 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 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 7-10; 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(2) -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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) 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.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
8) 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.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-114096T
Truss
F2
Truss Type
Monopitch
Qty
7
Ply
1
KARTCHNER SF27B6 SAVANNAH A
Job Reference (optional)
8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Nov 24 08:18:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:P3sbjP1EAFXKa7sdbDF_gcyelLm-WrUFuqaarFFR1qIByK81V1kHxGR_3f3SZbb1xVyG0IX
Scale = 1:16.3
T1
W1
B1A
B
C
D
E
F
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.54
0.28
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.00
0.11
(loc)
B-D
B-D
D
B-D
l/defl
>999
>723
n/a
>636
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 7-10; 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(2) -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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard