HomeMy WebLinkAboutTRUSS SPECS - 18-00489 - 2231 Summerfield Ln - New SFRJob
18-081214T
Truss
A01
Truss Type
Common
Qty
2
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:43 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-BvKOA7Et_tT14xmaWoisYUADhn1kCTPxJSBHigyl_XA
Scale = 1:62.3
T2 T2
B1
W8
W5 W4
W1
W2
W3 W6
W7
W9
T1 T1
B3B2AB
C
D
E
F
G
H I
N M L K JOP
5x6
5x8
3x6
5x6 3x4
5x6
3x6
5x6
3x4
3x4 1.5x4
3x6
7-0-7
7-0-7
14-0-13
7-0-7
21-1-4
7-0-7
26-1-12
5-0-8
31-6-14
5-5-2
37-0-0
5-5-2
-1-0-0
1-0-0
6-2-0
6-2-0
12-4-0
6-2-0
18-6-0
6-2-0
24-8-0
6-2-0
30-10-0
6-2-0
37-0-0
6-2-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-4-0,0-3-0], [L:0-3-0,0-3-0], [M:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.50
0.32
0.45
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.01
0.05
(loc)
L-M
B-N
L
B-N
l/defl
>999
>999
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*
W5,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 5-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 0-3-8 except (jt=length) K=0-5-8, H=0-5-8.
(lb) - Max Horz B=-144(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) except B=-202(LC 8), L=-453(LC 8), K=-254(LC 19), H=-127(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except B=894(LC 19), L=2073(LC 1), K=819(LC 20), H=488(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1441/294, C-D=-1269/327, D-E=-380/162, E-F=-124/958, F-G=-65/676, G-H=-445/173
BOT CHORD B-N=-340/1240, M-N=-105/507, M-O=-274/198, O-P=-274/198, L-P=-274/198, K-L=-520/167,
J-K=-166/294, H-J=-141/324
WEBS C-N=-473/221, D-N=-224/809, D-M=-821/327, E-M=-285/1005, E-L=-1657/383, F-L=-497/169,
F-K=-429/430, G-K=-727/250
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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 202 lb uplift at joint B, 453 lb uplift at joint L,
254 lb uplift at joint K and 127 lb uplift at joint H.
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
18-081214T
Truss
A02
Truss Type
Common
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-7IS9boG7WUjlJFwzdDkKdvFYzbj4gKDEnmgNnZyl_X8
Scale = 1:62.3
T2 T2
B1
W8
W5 W4
W1
W2
W3 W6
W7T1 T1
B3B2AB
C
D
E
F
G
H I
M L K JNO
5x6
3x6
5x6 3x4
5x6
3x6
5x6
3x4
3x4
5x6
3x6
7-0-7
7-0-7
14-0-13
7-0-7
21-1-4
7-0-7
29-0-10
7-11-6
37-0-0
7-11-6
-1-0-0
1-0-0
6-2-0
6-2-0
12-4-0
6-2-0
18-6-0
6-2-0
24-8-0
6-2-0
30-10-0
6-2-0
37-0-0
6-2-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-3-0,0-3-4], [K:0-3-0,0-3-4], [L:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.52
0.33
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.02
0.05
(loc)
K-L
B-M
K
B-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,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 5-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: B-M.
WEBS 1 Row at midpt E-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=837/0-3-8 (min. 0-1-8), K=2477/0-3-8 (min. 0-2-10), H=485/0-3-8 (min. 0-1-8)
Max Horz B=-144(LC 9)
Max UpliftB=-209(LC 8), K=-394(LC 8), H=-164(LC 9)
Max GravB=920(LC 19), K=2477(LC 1), H=637(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1508/309, C-D=-1336/342, D-E=-447/191, E-F=-105/1109, F-G=-481/379, G-H=-786/324
BOT CHORD B-M=-354/1301, L-M=-120/569, L-N=-379/250, N-O=-379/250, K-O=-379/250, J-K=-507/173,
H-J=-277/640
WEBS C-M=-475/221, D-M=-222/813, D-L=-821/326, E-L=-288/1001, E-K=-1763/371, F-K=-859/324,
F-J=-160/711, G-J=-504/228
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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 209 lb uplift at joint B, 394 lb uplift at joint K
and 164 lb uplift at joint H.
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
18-081214T
Truss
A03
Truss Type
Common
Qty
5
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-bU0Xp8HmHorcxPU9BwGZA7oji_3MPnFN0QPxJ?yl_X7
Scale = 1:62.3
T2 T2
B1
W8
W5 W4
W1
W2
W3 W6
W7T1 T1
B3B2AB
C
D
E
F
G
H I
M L K JNO
5x6
3x6
5x6 3x4
5x6
3x6
4x5
3x4
5x6
5x6
3x6
6-11-15
6-11-15
13-11-13
6-11-15
20-11-12
6-11-15
28-11-14
8-0-2
37-0-0
8-0-2
-1-0-0
1-0-0
6-2-0
6-2-0
12-4-0
6-2-0
18-6-0
6-2-0
24-8-0
6-2-0
30-10-0
6-2-0
37-0-0
6-2-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-3-0,0-3-4], [J:0-3-0,0-3-0], [L:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.52
0.33
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.02
0.05
(loc)
K-L
B-M
K
B-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,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 5-0-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: B-M.
WEBS 1 Row at midpt E-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=829/0-3-8 (min. 0-1-8), K=2473/0-5-8 (min. 0-2-10), H=496/0-5-8 (min. 0-1-8)
Max Horz B=-144(LC 13)
Max UpliftB=-207(LC 8), K=-395(LC 8), H=-167(LC 9)
Max GravB=912(LC 19), K=2473(LC 1), H=649(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1489/304, C-D=-1324/340, D-E=-440/195, E-F=-105/1101, F-G=-484/377, G-H=-794/320
BOT CHORD B-M=-349/1284, L-M=-116/551, L-N=-398/252, N-O=-398/252, K-O=-398/252, J-K=-502/171,
H-J=-273/646
WEBS C-M=-475/221, D-M=-226/819, D-L=-821/327, E-L=-292/1010, E-K=-1758/372, F-K=-859/323,
F-J=-153/694, G-J=-499/226
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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 207 lb uplift at joint B, 395 lb uplift at joint K
and 167 lb uplift at joint H.
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
18-081214T
Truss
A04
Truss Type
Common
Qty
13
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:48 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-Xt7HEqI0pP6KAjeYILI1FYt3yofotejgTku2Ouyl_X5
Scale = 1:62.3
T2 T2
B1
W1
W2 W3
W4
W2W3
W4T1 T1
B1B2B2AB
C
D
E
F
G
H I
L K JMNOP
5x6
5x6
5x8 5x8
3x4
5x8
5x8
3x4
5x8
5x6
9-3-0
9-3-0
18-6-0
9-3-0
27-9-0
9-3-0
37-0-0
9-3-0
-1-0-0
1-0-0
6-2-0
6-2-0
12-4-0
6-2-0
18-6-0
6-2-0
24-8-0
6-2-0
30-10-0
6-2-0
37-0-0
6-2-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-2-5,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.53
0.65
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.48
0.16
0.14
(loc)
K-L
K-L
H
K
l/defl
>999
>908
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 165 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 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 2-10-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-9-1 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=1899/0-5-8 (min. 0-2-0), H=1899/0-5-8 (min. 0-2-0)
Max Horz B=-144(LC 13)
Max UpliftB=-378(LC 8), H=-378(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3873/732, C-D=-3457/645, D-E=-2421/464, E-F=-2421/464, F-G=-3457/645,
G-H=-3873/733
BOT CHORD B-L=-739/3465, L-M=-516/2838, M-N=-516/2838, K-N=-516/2838, K-O=-373/2838,
O-P=-373/2838, J-P=-373/2838, H-J=-596/3465
WEBS E-K=-211/1307, F-K=-941/333, F-J=-85/526, G-J=-487/233, D-K=-941/332, D-L=-84/526,
C-L=-487/233
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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 378 lb uplift at joint B and 378 lb uplift at joint
H.
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
18-081214T
Truss
A05
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-TFF2eWKGL1M2Q0owQmKVKzzWmcV5Linzw2N8Smyl_X3
Scale = 1:62.7
T2 T2
B1
ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1T1 T1
B1B2AB
C
D E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S T
U
V W
AP AO AN AM AL AK AJ AIAH AG AF AEAD AC AB AA Z Y X
3x6
5x6
3x6
3x6
3x6 3x6
3x6
37-0-0
37-0-0
-1-0-0
1-0-0
18-6-0
18-6-0
37-0-0
18-6-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.02
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.01
(loc)
W
W
V
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 199 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 *Except*
ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
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 37-0-0.
(lb) - Max Horz B=-144(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) B, AH, AJ, AK, AL, AM, AN, AO, AP, AF, AD, AC, AB, AA, Z, Y, X, V
Max Grav All reactions 250 lb or less at joint(s) B, AG, AH, AJ, AK, AL, AM, AN, AO, AP, AF, AD, AC, AB, AA, Z, Y,
X, V
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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, AH, AJ, AK, AL, AM
, AN, AO, AP, AF, AD, AC, AB, AA, Z, Y, X, V.
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
18-081214T
Truss
A06
Truss Type
Common
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-QeNo3CLXseclfKyJXBMzPO2miP6qpXeFOMsFXfyl_X1
Scale = 1:62.7
T2 T2
B1
W8
W5 W4
W1
W2
W3 W6
W7T1 T1
B3B2AB
C
D
E
F
G
H I
N M L
J
O P
K
5x6
3x6
5x6 3x4
5x6
3x6
5x6
3x4
3x4
5x8
3x6
7-0-7
7-0-7
14-0-13
7-0-7
21-1-4
7-0-7
26-2-8
5-1-4
29-0-10
2-10-2
37-0-0
7-11-6
-1-0-0
1-0-0
6-2-0
6-2-0
12-4-0
6-2-0
18-6-0
6-2-0
24-8-0
6-2-0
30-10-0
6-2-0
37-0-0
6-2-0
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-4-0,0-3-0], [L:0-3-0,0-3-0], [M:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.49
0.32
0.45
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.15
0.01
0.05
(loc)
L-M
H-J
L
B-N
l/defl
>999
>645
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,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 5-1-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 0-3-8 except (jt=length) J=11-1-0, H=11-1-0.
(lb) - Max Horz B=-144(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) H, K except B=-203(LC 8), L=-435(LC 8), J=-209(LC 9)
Max Grav All reactions 250 lb or less at joint(s) K except B=897(LC 19), L=2135(LC 1), J=721(LC 20), H=400(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1449/294, C-D=-1278/327, D-E=-388/171, E-F=-123/916, F-G=-38/437
BOT CHORD B-N=-340/1247, M-N=-106/515, K-L=-523/176, J-K=-523/176
WEBS C-N=-472/221, D-N=-223/808, D-M=-821/327, E-M=-285/1004, E-L=-1627/383, F-L=-596/210,
F-J=-216/487, G-J=-520/233
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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) H, K except (jt=lb)
B=203, L=435, J=209.
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
18-081214T
Truss
A07
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-qD3xiDOP9Z_KWnguDJwg10gH0d8G0rii4K5v8_yl_X_
Scale: 3/16"=1'
T2 T2
B1
W12
W9
W8
W5 W4
W1
W2
W3 W6 W7
W10
W11
T1 T1
B3B2
ST13
ST11
ST12
ST9
ST10
ST7
ST8
ST6
ST5
ST3ST4
ST2
ST1
ST14
ST15
ST16
ST17
ST18
ST19
ST20
ST5
ST21
ST22
ST23 ST1
A B
C
D
E
F
G
H
I
J K
Q P O N M L
BC
BD BE BF BG BH BI BJ BK BL
5x6
3x4
3x6
5x6 3x4
5x8
3x4
3x4
5x8
3x6
3x6
3x4
5x6
3x6
2x4 2x4
2x4
2x4
3x4
3x6
2x4 2x4
2x4 2x4
3x6
3x6
5-3-5
5-3-5
10-6-10
5-3-5
15-9-15
5-3-5
21-1-4
5-3-5
26-4-13
5-3-9
31-8-7
5-3-9
37-0-0
5-3-9
-1-0-0
1-0-0
4-7-8
4-7-8
9-3-0
4-7-8
13-10-8
4-7-8
18-6-0
4-7-8
23-1-8
4-7-8
27-9-0
4-7-8
32-4-8
4-7-8
37-0-0
4-7-8
38-0-0
1-0-0
0-
4
-
1
8-
0
-
9
8-
5
-
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [F:0-2-0,0-0-12], [I:0-2-4,0-3-0], [M:0-1-12,0-1-8], [N:0-4-0,0-3-0], [O:0-3-0,0-3-0], [P:0-1-11,0-1-8]
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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.42
0.28
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.02
0.04
(loc)
P-Q
P-Q
N
P-Q
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 279 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 5-3-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: B-Q,J-L.
WEBS 1 Row at midpt F-N
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=789/0-3-8 (min. 0-1-8), N=2789/0-3-8 (min. 0-3-0), J=597/0-3-8 (min. 0-1-8)
Max Horz B=-144(LC 9)
Max UpliftB=-212(LC 27), N=-558(LC 8), J=-233(LC 9)
Max GravB=874(LC 19), N=2789(LC 1), J=750(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1494/342, C-D=-1363/366, D-E=-727/250, E-F=-73/377, F-G=-167/1233, G-H=-163/456,
H-I=-1009/378, I-BC=-1075/355, J-BC=-1143/347
BOT CHORD B-Q=-397/1305, P-Q=-228/785, O-P=-272/302, O-BD=-499/311, BD-BE=-499/311,
N-BE=-499/311, N-BF=-752/245, BF-BG=-752/245, M-BG=-752/245, M-BH=-320/297,
BH-BI=-320/297, BI-BJ=-320/297, L-BJ=-320/297, L-BK=-267/985, BK-BL=-267/985,
J-BL=-267/985
WEBS C-Q=-342/165, D-Q=-160/572, D-P=-572/227, E-P=-200/717, E-O=-826/304, F-O=-256/890,
F-N=-1812/397, G-N=-994/392, G-M=-338/974, H-M=-653/270, H-L=-277/806, I-L=-360/168
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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=212,
N=558, J=233.
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.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 24 lb up at 34-11-4
on top chord, and 58 lb down and 36 lb up at 22-11-4, 58 lb down and 36 lb up at 24-11-4, 58 lb down and 36 lb up at 26-11-4, 58 lb
down and 36 lb up at 28-11-4, 58 lb down and 36 lb up at 30-11-4, and 58 lb down and 36 lb up at 32-11-4, and 29 lb down and 25 lb
up at 34-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2
Job
18-081214T
Truss
A07
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:55 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-qD3xiDOP9Z_KWnguDJwg10gH0d8G0rii4K5v8_yl_X_
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-F=-84, F-K=-84, B-J=-14
Concentrated Loads (lb)
Vert: BF=-58(F) BG=-58(F) BH=-58(F) BI=-58(F) BJ=-58(F) BK=-58(F) BL=-29(F)
Job
18-081214T
Truss
B01
Truss Type
Common
Qty
2
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:56 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-IPcJvZP1wt6B8xF4m1RvaEDTC0TFlOdrJ_qTfQyl_Wz
Scale = 1:37.3
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
I H
4x5
3x6 5x6
1.5x4
3x4
1.5x4
3x6
7-1-0
7-1-0
14-2-0
7-1-0
21-3-0
7-1-0
-1-0-0
1-0-0
5-3-12
5-3-12
10-7-8
5-3-12
15-11-4
5-3-12
21-3-0
5-3-12
22-3-0
1-0-0
0-
4
-
1
4-
9
-
3
5-
1
-
1
5
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [H: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
0.33
0.36
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.16
0.05
0.05
(loc)
H-I
H-I
F
I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 85 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-4-13 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=1128/0-3-8 (min. 0-1-8), F=1128/0-3-8 (min. 0-1-8)
Max Horz B=-86(LC 13)
Max UpliftB=-230(LC 8), F=-230(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2086/390, C-D=-1786/344, D-E=-1786/344, E-F=-2086/391
BOT CHORD B-I=-380/1845, H-I=-157/1211, F-H=-294/1845
WEBS D-H=-135/587, E-H=-460/214, D-I=-135/587, C-I=-460/214
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=230,
F=230.
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
18-081214T
Truss
B02
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:58:58 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-Eok3KFQHSUMvNFPTuRTNffItlqEwDMK8mIJZjJyl_Wx
Scale = 1:37.3
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2A
B
C
D
E
F
G
H
I
J
K
L
M
W V U T S R Q P O N
4x5
3x4
3x4
3x4
21-3-0
21-3-0
-1-0-0
1-0-0
10-7-8
10-7-8
21-3-0
10-7-8
22-3-0
1-0-0
0-
4
-
1
4-
9
-
3
5-
1
-
1
5
0-
4
-
1
5.00 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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.02
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
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 21-3-0.
(lb) - Max Horz B=-86(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) B, T, U, V, W, R, Q, O, N, L
Max Grav All reactions 250 lb or less at joint(s) B, S, T, U, V, W, R, Q, O, N, L
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; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) 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, T, U, V, W, R, Q, 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
18-081214T
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:59:00 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-BBsqlxSY_5cdcZZr?sWrk4NBzewHhGgREcogoByl_Wv
Scale = 1:8.3
T1
W1
B1
A
B
C
D
1.5x4
1.5x4 2x4
2-8-7
2-8-7
-1-5-0
1-5-0
2-8-7
2-8-7
0-
4
-
1
1-
1
-
1
0
1-
6
-
3
3.54 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
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.21
0.03
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
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-8-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)D=49/Mechanical, B=320/0-8-6 (min. 0-1-8)
Max Horz B=54(LC 4)
Max UpliftD=-12(LC 8), B=-138(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=138.
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
18-081214T
Truss
J01
Truss Type
Jack-Open
Qty
1
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:59:01 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-fNQCyHSAlPkUEi81Za14HHwOx1FfQjvaSFYEKeyl_Wu
Scale = 1:8.5
T1
B1
A
B
C
D2x4
2-0-0
2-0-0
-1-0-0
1-0-0
2-0-0
2-0-0
0-
4
-
1
1-
2
-
1
1-
6
-
1
3
0-
9
-
1
0
1-
2
-
1
5.00 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
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
B
B-D
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 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
BRACING-
TOP CHORD Sheathed or 2-0-0 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)C=57/Mechanical, B=212/0-3-8 (min. 0-1-8), D=14/Mechanical
Max Horz B=49(LC 8)
Max UpliftC=-30(LC 8), B=-56(LC 4)
Max GravC=57(LC 1), B=212(LC 1), D=33(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B.
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
18-081214T
Truss
J01A
Truss Type
Jack-Open
Qty
6
Ply
1
KARTCHNER SF9AB8 SIDNEY
Job Reference (optional)
8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 23 09:59:03 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-blXyNyUQH0_BT0IQh?3YMi?isrvyucPtwZ1KPWyl_Ws
Scale = 1:8.5
T1
B1
A
B
C
D3x4
2-0-0
2-0-0
-1-0-0
1-0-0
2-0-0
2-0-0
0-
4
-
1
1-
2
-
1
1-
6
-
1
3
5.00 12
Plate Offsets (X,Y)-- [B:0-0-10,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-P
0.23
0.16
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.01
0.00
(loc)
B-D
B-D
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 7 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
BRACING-
TOP CHORD Sheathed or 2-0-0 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=212/0-3-8 (min. 0-1-8), D=72/Mechanical
Max Horz B=55(LC 4)
Max UpliftB=-67(LC 4), D=-22(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
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