HomeMy WebLinkAboutTRUSS SPECS - 23-00359 - 929 Oak Hill Way - New SFRJob
DAVE ROBINSON - CL 19-0~9
Truss
2F01
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:22:58 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-?kajX0PrBRUP?IVrHCrf304mRxyAGJKUIfYB9Ez4qWB
Scale = 1:19.9
B1 12-0-12
EL1 1-0-0 ER1 1-0-0
T1 12-0-12
T2 12-0-12
W1 1-7-13 ST1 0-9-3
ST2 0-9-13
ST3 0-6-13
ST4 0-8-0
A B C D E F
K J I H G
2x6
3x6
10x18 M18AHS
2x6
6x12
3x6 7x10
7x10
2x6 6x16
4x12
2x6
4x5
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
0-3-8
0-3-8
1-4-0
1-0-8
1-6-12
0-2-12
2-0-0
0-5-4
4-0-0
2-0-0
4-3-12
0-3-12
6-0-0
1-8-4
10-0-0
4-0-0
11-9-4
1-9-4
12-0-12
0-3-8
1-3-12 2-6-0
1-
6
-
0
0-
1
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [C:0-6-0,0-0-8], [F:0-3-0,Edge], [G:Edge,0-3-0], [L:0-0-5,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.49
0.41
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.08
-0.11
0.03
(loc)
H
H
G
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 109 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) G=2622/0-3-8 (min. 0-1-8), J=3596/0-5-8 (min. 0-1-10)
Max GravG=2630(LC 4), J=3596(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD F-G=-532/0, B-C=0/351, C-D=-5464/0, D-E=-5464/0
BOT CHORD I-J=0/3986, H-I=0/3986, G-H=0/4248
WEBS B-J=-1272/0, A-J=-306/0, E-G=-4727/0, E-H=0/1352, D-H=-1265/0, C-H=0/1657, C-J=-4745/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Gable studs spaced at 2-0-0 oc.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: G-K=-8, A-F=-513
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F02
Truss Type
FLOOR
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-x6iTyhR5j2k7EbfEOdt78R94KlgAk9bnmz1ID6z4qW9
Scale = 1:19.9
B1 12-0-12
EL1 1-0-0 ER1 1-0-0
T1 12-0-12
T2 12-0-12
W1 1-7-13 W4 2-8-5 W9 2-8-5W8 2-3-8W5 1-4-7
A B C D E F G
L K J I H
2x6
5x6
4x6
2x6
4x6
2x6
3x6
2x6
7x10
3x6 5x6 4x6
0-3-8
0-3-8
1-4-0
1-0-8
1-6-12
0-2-12
11-9-4
10-2-8
12-0-12
0-3-8
1-3-12 2-6-0 0-11-4 2-0-0 2-0-12
1-
6
-
0
0-
1
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [D:0-3-0,Edge], [E:0-3-0,0-0-0], [G:0-3-0,Edge], [J:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.53
0.25
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.06
-0.08
-0.01
(loc)
H-I
H-I
H
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 88 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: K-L.
REACTIONS.(lb/size) H=148/0-3-8 (min. 0-1-8), K=2936/0-5-8 (min. 0-1-8)
Max UpliftH=-185(LC 3)
Max GravH=155(LC 4), K=2936(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=0/2483, B-C=0/2488, C-D=0/1131, D-E=0/1131, E-F=0/1131
BOT CHORD J-K=-1705/0, I-J=-1131/0, H-I=-451/100
WEBS D-J=-764/0, E-I=0/307, B-K=-316/0, A-K=-3204/0, C-K=-1431/0, F-H=-111/502, F-I=-788/0, C-J=0/1225
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=185.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: H-L=-8, A-G=-80
Concentrated Loads (lb)
Vert: A=-2034
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F03
Truss Type
Floor
Qty
6
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-uVqENNTLFg_rUvocW2vbEsFUUZLrCBw4DGWOI?z4qW7
Scale = 1:19.7
B1 12-0-12
EL1 1-1-0
ER1 1-3-0
T1 11-11-4
W1 2-9-9 W2 2-8-3 W6 2-9-9W5 2-4-15
A B C D E F
J I H G
K
1.5x4
3x6
1.5x4
1.5x4
3x4
1.5x4
3x4
1.5x4 3x4
3x4
3x4
0-3-8
0-3-8
5-1-8
4-10-0
5-3-0
0-1-8
6-3-0
1-0-0
7-3-0
1-0-0
7-4-8
0-1-8
11-9-4
4-4-12
12-0-12
0-3-8
2-6-0 2-4-8 2-0-0 2-0-12
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [H:0-1-8,Edge], [I:0-1-8,Edge], [K:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.30
0.30
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.11
-0.16
0.01
(loc)
I-J
I-J
G
l/defl
>999
>895
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 55 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) J=518/0-5-8 (min. 0-1-8), G=522/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1119/0, C-D=-1119/0, D-E=-1119/0
BOT CHORD I-J=0/801, H-I=0/1119, G-H=0/788
WEBS B-J=-900/0, B-I=0/439, E-G=-894/0, E-H=0/466
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F04
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:04 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-qux_o3UbmHEZjDy?dTy3JHKt4M5kg8dNga?VMtz4qW5
Scale = 1:27.1
B1 5-2-6
EL1 1-1-0 ER1 1-3-0
T1 11-0-0
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0 ST5 1-3-0 ST6 1-3-0 ST7 1-3-0 ST8 1-3-0
B2 12-0-0
T2 6-0-14
A B C D E F G H I J K
V U T S R Q P O N M L
W
3x4 3x6 FP
3x6 FP
0-3-8
0-3-8
16-10-14
16-7-6
17-2-6
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [W:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.10
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
L
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 65 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 17-2-6.
(lb) - Max Grav All reactions 250 lb or less at joint(s) V, L, U, T, R, Q, P, O, N, M
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F05
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:06 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-mG3lDlWsIuUGzW6Olu_XOiPBfAm782_g8uUcRmz4qW3
Scale = 1:11.0
B1 6-0-2
EL1 1-3-0
ER1 1-1-0
ER2 1-3-0
T1 5-10-10
ST1 1-3-0 ST2 1-3-0
A B C D
H G F E
I
3x4
0-3-8
0-3-8
2-0-0
1-8-8
4-0-0
2-0-0
5-8-10
1-8-10
6-0-2
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [I:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.22
0.02
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 24 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 6-0-2.
(lb) - Max Grav All reactions 250 lb or less at joint(s) H, E, G, F
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F06
Truss Type
Floor
Qty
3
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-ifBVdQX6qWk_CqGmsJ0?T7UXAzPUcxlzbCzjVfz4qW1
Scale = 1:11.7
B1 6-4-12
EL1 1-1-0
EL2 1-3-0 ER1 1-3-0
T1 6-3-4
W1 2-8-3 W4 1-10-8
A B C D
H G F E
I
1.5x4
3x6
1.5x4 1.5x4
1.5x4
3x4
1.5x4
3x4
3x4
0-3-8
0-3-8
2-9-0
2-5-8
3-9-0
1-0-0
4-9-0
1-0-0
6-1-4
1-4-4
6-4-12
0-3-8
2-4-8 2-0-0 1-4-12
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge], [I:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.22
0.22
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.05
0.00
(loc)
G-H
G-H
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 32 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) H=268/0-4-8 (min. 0-1-8), E=273/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-294/0
BOT CHORD G-H=0/294, F-G=0/294, E-F=0/294
WEBS B-H=-329/0, C-E=-397/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F07
Truss Type
Floor
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-f1IF26ZMM7_iR8Q9_j2TYYatIn5j4rBF3WSqaXz4qW?
Scale = 1:11.7
B1 6-4-12
EL1 1-3-0 ER1 1-3-0
T1 6-4-12
W1 2-9-9 W4 1-10-8
A B C D
H G F E
1.5x4 1.5x4
1.5x4
3x4
1.5x4
3x4
3x4 3x4
0-3-8
0-3-8
2-9-0
2-5-8
3-9-0
1-0-0
4-9-0
1-0-0
6-1-4
1-4-4
6-4-12
0-3-8
2-6-0 2-0-0 1-4-12
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.24
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.06
0.00
(loc)
G-H
G-H
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 30 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) H=276/0-4-8 (min. 0-1-8), E=276/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-302/0
BOT CHORD G-H=0/302, F-G=0/302, E-F=0/302
WEBS B-H=-341/0, C-E=-407/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F08
Truss Type
Floor
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-bQQ0ToadukFQhRZX585xezfDTbmcYlrYWqxweQz4qVz
Scale = 1:11.4
B1 6-0-2
EL1 1-3-0
ER1 1-1-0
ER2 1-3-0
T1 5-10-10
W1 2-7-0 W4 1-8-3
A B C D
H G F E
I
1.5x4
1.5x4
3x6
1.5x4
1.5x4
3x4
1.5x4
3x4
3x4
0-3-8
0-3-8
2-6-2
2-2-10
3-6-2
1-0-0
4-6-2
1-0-0
5-8-10
1-2-8
6-0-2
0-3-8
2-3-2 2-0-0 1-1-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge], [I:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.20
0.21
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.03
-0.04
0.00
(loc)
G-H
G-H
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 30 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) E=251/0-5-8 (min. 0-1-8), H=256/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-256/0
BOT CHORD G-H=0/256, F-G=0/256, E-F=0/256
WEBS B-H=-295/0, C-E=-370/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F09
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:14 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-XpYmuUctQMV8wljwDZ7PjOkTMORB0Y5r_8Q1iIz4qVx
Scale = 1:13.6
B1 7-6-4
EL1 1-3-0
ER1 1-1-0
T1 7-4-12
W4 2-9-9W3 2-9-9W1 2-4-8 ST1 1-1-8
ST2 0-9-15
ST3 0-6-15
ST4 0-7-3
A B C D
G F E
H
P Q R4x5
3x6
3x4
5x6
4x8
0-3-8
0-3-8
2-0-0
1-8-8
4-0-0
2-0-0
6-0-0
2-0-0
7-2-12
1-2-12
7-6-4
0-3-8
2-0-4 2-6-0 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-1-8], [F:0-2-12,Edge], [H:0-1-8,0-0-12], [O:0-4-0,0-0-5]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.63
0.27
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.07
0.01
(loc)
E-F
E-F
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 42 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) G=691/Mechanical, E=718/0-5-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-G=-689/0, A-P=-913/0, B-P=-913/0, B-Q=-913/0, C-Q=-913/0
BOT CHORD E-F=0/1021
WEBS C-E=-1144/0, B-F=-488/0, A-F=0/1085
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable studs spaced at 2-0-0 oc.
3) Refer to girder(s) for truss to truss connections.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down at 1-5-7, 192 lb down at
3-0-10, and 192 lb down at 4-7-13, and 192 lb down at 6-3-1 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: E-G=-8, A-D=-80
Concentrated Loads (lb)
Vert: C=-192(F) P=-192(F) Q=-192(F) R=-192(F)
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F10
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:17 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-yOEvWVeljHtjnCSVuig6L1M3ccVWDzjHg6fhJdz4qVu
Scale = 1:38.1
B1 8-6-12
EL1 1-3-0 ER1 1-1-0
T1 15-0-0
W1 2-10-3 W4 1-8-0 W7 2-8-3 W14 1-5-7
W17 1-4-15
B2 15-0-0
T2 8-5-4
ST2 0-8-9 ST3 0-9-5
ST4 1-0-5
A B C D E F G H I J K L M
Y X W V U T S R Q P O N
Z
3x6 FP
3x6 FP
3x4 4x6
3x4 3x4 3x4 3x4
3x4
3x4
3x6
3x4
4x6
2x6
3x6
3x4
3x6
4x6
0-3-8
0-3-8
6-2-0
5-10-8
8-2-0
2-0-0
10-2-0
2-0-0
11-3-8
1-1-8
12-2-0
0-10-8
14-2-0
2-0-0
16-2-0
2-0-0
16-5-0
0-3-0
17-4-14
0-11-14
18-3-12
0-10-14
23-3-4
4-11-8
23-6-12
0-3-8
2-6-12 2-0-0 1-1-4 2-4-8 2-6-0 0-8-14 0-7-14 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge], [Q:0-2-2,0-0-12], [Z:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.24
0.16
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.05
0.01
(loc)
X
N-O
N
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 124 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: R-S,Q-R.
REACTIONS.All bearings 10-3-0 except (jt=length) Y=0-3-8, N=0-5-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) U, R except V=320(LC 3), V=318(LC 1), Y=326(LC 5), S=483(LC 3),
Q=1223(LC 1), Q=1223(LC 1), N=324(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-432/0, C-D=-267/0, D-E=-264/0, G-H=0/384, H-I=0/384, I-J=0/379, J-K=-417/0,
K-L=-417/0
BOT CHORD X-Y=0/432, W-X=0/432, V-W=0/432, U-V=0/286, T-U=0/286, S-T=0/286, P-Q=0/267,
O-P=0/267, N-O=0/437
WEBS B-Y=-485/0, C-V=-258/0, G-Q=-388/0, E-S=-422/0, J-Q=-1036/0, L-N=-489/0, J-O=0/308
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Gable studs spaced at 2-0-0 oc.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 678 lb down at 17-4-14 on top
chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: N-Y=-8, A-M=-80
Concentrated Loads (lb)
Vert: J=-627(B)
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F11
Truss Type
Floor
Qty
6
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:19 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-umLfxBg0Eu7Q0Wcu?6jaQSSHsP_1hlFa7Q8oNWz4qVs
Scale = 1:38.0
B1 8-6-12
EL1 1-3-0 ER1 1-1-0
T1 14-0-0
W7 1-5-14 W10 2-6-14
B2 15-0-0
T2 9-5-4A B C D E F G H I J K L
T S R Q P O N M
U
3x10 M18AHS FP
3x6 FP3x4
3x4 3x6
4x8
4x12
3x4
3x6 4x6
4x8
4x12
3x6
0-3-8
0-3-8
11-3-12
11-0-4
12-3-12
1-0-0
13-3-12
1-0-0
13-5-4
0-1-8
23-3-4
9-10-0
23-6-12
0-3-8
2-6-0 0-9-12 2-0-0 2-3-0 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [F:0-1-8,Edge], [M:Edge,0-1-8], [O:0-1-8,Edge], [U:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.70
0.93
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.43
-0.59
0.10
(loc)
P
P
M
l/defl
>646
>472
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 109 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: O-P.
REACTIONS.(lb/size) T=1028/0-5-4 (min. 0-1-8), M=1024/0-5-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3028/0, C-D=-3028/0, D-E=-4326/0, E-F=-4326/0, F-G=-4329/0, G-H=-4329/0, H-I=-4329/0, I-J=-3055/0,
J-K=-3055/0
BOT CHORD S-T=0/1731, R-S=0/3876, Q-R=0/3876, P-Q=0/4329, O-P=0/4329, N-O=0/3888, M-N=0/1765
WEBS G-O=-264/0, B-T=-1964/0, B-S=0/1473, D-S=-962/0, D-Q=0/561, E-Q=-296/109, F-Q=-520/424, K-M=-1988/0, K-N=0/1464,
I-N=-945/0, I-O=0/763
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F12
Truss Type
Floor
Qty
3
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:21 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-q9TQMthGmVN8GqlG7Xl2VtXeaDgf9fvtbkdvSOz4qVq
Scale = 1:37.9
B1 8-6-0
EL1 1-1-0 ER1 1-1-0
T1 15-0-0
W7 1-4-12 W10 2-6-14
B2 15-0-0
T2 8-3-0A B C D E F G H I J K L
T S R Q P O N M
U V
3x10 M18AHS FP4x6
3x6 FP4x5
3x4
4x8
4x12
3x4
4x5 4x6
4x8
4x12
3x6
0-3-8
0-3-8
11-3-0
10-11-8
12-3-0
1-0-0
13-3-0
1-0-0
13-4-8
0-1-8
23-2-8
9-10-0
23-6-0
0-3-8
2-6-0 0-7-8 2-0-0 2-3-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [F:0-1-8,Edge], [M:Edge,0-1-8], [O:0-1-8,Edge], [U:0-1-8,0-0-12], [V:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.69
0.92
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.42
-0.58
0.10
(loc)
P
P
M
l/defl
>660
>482
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 110 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: O-P.
REACTIONS.(lb/size) T=1018/0-4-8 (min. 0-1-8), M=1018/0-5-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3034/0, C-D=-3034/0, D-E=-4290/0, E-F=-4290/0, F-G=-4285/0, G-H=-4285/0, H-I=-4285/0, I-J=-3034/0,
J-K=-3034/0
BOT CHORD S-T=0/1756, R-S=0/3861, Q-R=0/3861, P-Q=0/4285, O-P=0/4285, N-O=0/3857, M-N=0/1754
WEBS G-O=-259/0, B-T=-1978/0, B-S=0/1450, D-S=-939/0, D-Q=0/560, E-Q=-321/142, F-Q=-551/477, K-M=-1976/0, K-N=0/1452,
I-N=-933/0, I-O=0/748
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
2F13
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:23 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-mXbAnZjWI7dsV7vfEynWaIc710aDdkKA2260WHz4qVo
Scale = 1:38.1
B1 7-6-0
EL1 1-1-0 ER1 1-1-0
T1 15-0-0
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0 ST5 1-3-0 ST6 1-3-0 ST7 1-3-0 ST8 1-3-0 ST9 1-3-0 ST10 1-3-0 ST11 1-3-0
B2 16-0-0
T2 8-3-0A B C D E F G H I J K L M N
AB AA Z Y X W V U T S R Q P O
AC AD
3x4 3x6 FP 3x4
3x6 FP
0-3-8
0-3-8
23-2-8
22-11-0
23-6-0
0-3-8
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [AC:0-1-8,0-0-12], [AD:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.12
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
O
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 88 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 23-6-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) AB, O, AA, Z, Y, W, V, U, T, S, R, Q, P
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
A01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:25 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jwiwCEknqktakR31MNq_fjiKyqEk5YrTWLb6b9z4qVm
Scale = 1:81.9
T1 7-0-6
T2 14-2-1
B2 12-3-4 B3 12-3-4
W1 3-7-15
EV1 2-6-1 EV2 2-6-1
T3 10-2-9
ST2 1-11-13
ST3 1-3-12
ST4 2-6-2ST5 1-9-14ST6 1-8-12
ST7 1-11-13ST8 1-3-12
ST9 2-6-2ST10 1-9-14
ST11 1-8-12
W8 5-0-6
W9 8-0-1
W10 5-0-6
W11 8-0-1
A
B
C
D
E
F
O
N
M
L
K
J
I
H
GAB
4x5
5x6
5x6
5x8
5x6
5x6
6x8
3x10
0-5-8
0-5-8
4-6-0
4-0-8
9-0-0
4-6-0
13-6-0
4-6-0
17-6-8
4-0-8
18-0-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
18-0-0
4-6-0
2-
5
-
0
12
-
1
1
-
0
2-
5
-
0
8-
6
-
8
14.00 12
12.00 12
Plate Offsets (X,Y)-- [C:0-3-8,0-3-0], [P:0-1-13,0-0-12], [R:0-2-0,0-0-1], [W:0-1-13,0-0-12], [X:0-2-0,0-0-1]
LOADING (psf)
TCLL
(Roof Snow=30.0)
TCDL
BCLL
BCDL
30.0
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
0.67
0.08
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.01
0.00
(loc)
N-O
G-H
G
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 152 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W4: 2x6 DF 1800F 1.6E or 2x6 DF SS
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 18-0-0.
(lb) - Max HorzB=326(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) except O=-111(LC 9), K=-209(LC 8), G=-252(LC 9), B=-169(LC 9)
Max Grav All reactions 250 lb or less at joint(s) O, L, M, N, J, I, H except K=811(LC 30), G=341(LC 31),
G=336(LC 1), B=367(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-417/390, C-D=-147/347, D-E=-83/300
BOT CHORD N-O=-223/344, M-N=-227/340, L-M=-224/341, K-L=-225/339, J-K=-179/300, I-J=-182/309,
H-I=-182/305, H-AB=-185/316, G-AB=-184/305
WEBS D-K=-592/242, C-K=-297/368, C-O=-499/313, E-K=-399/471, E-G=-405/235
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) The Fabrication Tolerance at joint F = 12%, joint B = 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.
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) Bearing at joint(s) O, G, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint O, 209 lb uplift at joint K
, 252 lb uplift at joint G and 169 lb uplift at joint B.
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) 66 lb down and 40 lb up at 17-0-8
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
DAVE ROBINSON - CL 19-0~9
Truss
A01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:26 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-B6GJPalPb20RMbeEw5LDCwEViEazq?5ck?Kg7cz4qVl
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-B=-74, B-D=-74, D-F=-74, K-O=-14, G-K=-14
Concentrated Loads (lb)
Vert: AB=-66
Job
DAVE ROBINSON - CL 19-0~9
Truss
A02
Truss Type
Scissor
Qty
7
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:27 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-fJqhdwm1ML8I_lDQTosSl8ng_esVZMWmzf4Df2z4qVk
Scale = 1:81.9
T1 7-3-1
T2 14-2-1
B2 12-3-4 B3 12-3-4
W1 3-7-15
W2 4-11-6
W4 4-11-6
EV1 2-6-1 EV2 2-6-1
T3 9-11-14
W6 8-0-0
W7 8-0-0
A
B
C
D
E
F
I
H
G
4x6
4x6
5x8
3x10
5x8
4x6
5x8
5x8
0-5-8
0-5-8
9-0-0
8-6-8
17-6-8
8-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
18-0-0
4-6-0
2-
5
-
0
12
-
1
1
-
0
2-
5
-
0
8-
6
-
8
14.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-2-8,0-2-0], [C:0-3-4,0-3-0], [F:0-2-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.70
0.38
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.38
0.38
0.06
(loc)
G-H
H-I
G
H
l/defl
>956
>542
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 126 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*
W4: 2x6 DF 1800F 1.6E or 2x6 DF SS
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 4-9-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
WEBS 1 Row at midpt C-I, E-G
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1069/0-5-8 (min. 0-1-8), G=843/0-5-8 (min. 0-1-8)
Max HorzI=326(LC 7)
Max UpliftI=-193(LC 9), G=-174(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=0/274, C-D=-1629/252, D-E=-1706/333, B-I=-391/282
BOT CHORD H-I=-617/1471, G-H=-247/1190
WEBS D-H=-415/2035, E-H=-286/577, C-H=0/379, C-I=-1625/336, E-G=-1585/335
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
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) I, G 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 capable of withstanding 193 lb uplift at joint I and 174 lb uplift at joint
G.
8) 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
DAVE ROBINSON - CL 19-0~9
Truss
A03
Truss Type
Scissor
Qty
12
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:29 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-bhyR2cnHuyO0D2NpbDuwqYs0TRXl1HW2QzZKkxz4qVi
Scale = 1:81.7
T1 7-3-1
T2 13-3-4
B2 12-3-4 B3 11-5-5
W2 4-11-6
W3 3-7-15
W4 4-6-5
EV1 2-6-1
EV2 2-7-3
WCR2 7-5-5T3 9-11-14
W5 7-9-9
A
B
C
D
E
F
I
H
G
4x5
2x4 5x8
5x10
3x10
4x6
3x10
5x8
0-5-8
0-5-8
9-0-0
8-6-8
16-11-8
7-11-8
17-5-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-2-8
4-2-8
17-5-0
4-2-8
2-
5
-
0
12
-
1
1
-
0
2-
6
-
3
0-
7
-
0
7-
1
1
-
8
14.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-2-8,0-2-0], [C:0-3-12,0-3-0], [G:0-2-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.70
0.39
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.41
0.36
0.06
(loc)
H-I
H-I
G
H
l/defl
>877
>499
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 123 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*
W7,W6: 2x6 DF 1800F 1.6E or 2x6 DF SS
W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
BRACING-
TOP CHORD Sheathed or 4-10-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing.
WEBS 1 Row at midpt E-G, C-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1041/0-5-8 (min. 0-1-8), G=817/Mechanical
Max HorzI=323(LC 5)
Max UpliftI=-184(LC 9), G=-179(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=0/274, C-D=-1565/288, D-E=-1629/350, B-I=-413/296
BOT CHORD H-I=-617/1459, G-H=-250/1107
WEBS C-H=-16/379, D-H=-405/1943, E-H=-249/497, E-G=-1494/338, C-I=-1570/349
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint I and 179 lb uplift at joint
G.
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
DAVE ROBINSON - CL 19-0~9
Truss
A04
Truss Type
Scissor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:32 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-?GeageqAAtma4W5NGLSdRBUX7fZpEe3V7xn_LGz4qVf
Scale = 1:81.9
T1 7-3-1
T2 14-2-1
B2 12-3-4 B3 12-3-4
W1 3-7-15
W2 5-0-6
W4 5-0-6
EV1 2-6-1 EV2 2-6-1
W6 8-0-1
W7 8-0-1
T3 9-11-14
A
B
C
D
E
F
J
I
GH
4x6
4x6
5x6
5x8
5x6
3x10
5x8
4x6
0-5-8
0-5-8
9-0-0
8-6-8
17-6-8
8-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
18-0-0
4-6-0
2-
5
-
0
12
-
1
1
-
0
2-
5
-
0
8-
6
-
8
14.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-2-8,0-2-0], [C:0-4-0,0-3-0], [F:0-2-8,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=30.0)
TCDL
BCLL
BCDL
30.0
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
0.61
0.37
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.18
-0.02
-0.01
(loc)
H-I
H-I
G
H-I
l/defl
>930
>553
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 127 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*
W4: 2x6 DF 1800F 1.6E or 2x6 DF SS
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 5-10-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt D-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1888/17-1-0 (min. 0-1-8), G=-712/17-1-0 (min. 0-1-8), H=537/0-3-8 (min. 0-1-8)
Max HorzI=326(LC 5)
Max UpliftI=-591(LC 8), G=-1156(LC 3)
Max GravI=1888(LC 1), G=67(LC 8), H=1156(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-1215/2060, D-E=-1134/1993, B-J=-287/248
BOT CHORD I-J=-905/639, H-I=-779/520, G-H=-387/607
WEBS D-I=-3189/1857, E-I=-829/634, C-I=-900/797, C-J=-735/1010, E-G=-716/1036
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint I and 1156 lb uplift at
joint G.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, G, H.
8) 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.
9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement
at the bearings. Building designer must provide for uplift reactions indicated.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
B01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:34 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-yflK5JrQiV0IJqFmOmU5XcZwaSKJiitoaFG5P8z4qVd
Scale = 1:18.4
EV1 0-9-8
T1 7-5-3
EV2 2-5-4
B1 5-2-12
ST2 1-9-13
ST3 1-1-13A
B
C
D
E
I H G F
1.5x4
2x6
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-5-8
0-5-8
4-9-4
4-3-12
-1-8-12
1-8-12
5-2-12
5-2-12
1-
3
-
8
3-
0
-
7
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.42
0.05
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
-0.00
-0.00
(loc)
A
A
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 26 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 5-2-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 5-2-12.
(lb) - Max HorzI=102(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) I, F, G except H=-279(LC 16)
Max Grav All reactions 250 lb or less at joint(s) F, H except I=600(LC 16), G=282(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-555/109
WEBS C-H=-10/257
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, F, G except (jt=lb)
H=279.
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.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
B02
Truss Type
Monopitch
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:36 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-u2t5W?tgE6G0Z7P9VBWZc1fBRGx1AZS41ZlCU1z4qVb
Scale = 1:83.4
T1 11-1-8
T2 14-4-1
EV2 13-0-11
B1 8-2-12
B2 3-5-4
B3 10-10-8W1 2-1-6
W4 3-3-1
W5 5-8-15
W6 8-2-13
W7 9-5-5
EV1 0-9-8
WCL2 3-9-0 W8 4-2-14
A
B
C
D E
F
G
M L K
J
I HN
5x6
1.5x4
3x6 1.5x4
1.5x4
4x5
3x4
4x5 3x4
3x6
8x12
3x4
0-5-8
0-5-8
4-1-6
3-7-14
8-2-12
4-1-6
8-5-8
0-2-12
13-8-7
5-2-15
18-2-8
4-6-1
18-8-0
0-5-8
19-1-4
0-5-4
-1-8-12
1-8-12
4-1-6
4-1-6
8-2-12
4-1-6
8-8-13
0-6-1
13-8-7
4-11-9
18-8-0
4-11-9
19-1-4
0-5-4
1-
3
-
8
4-
2
-
7
14
-
1
-
1
0
0-
3
-
8
0-
4
-
8
4.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-2-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.71
0.35
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
-0.01
0.00
(loc)
H-I
I-J
H
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 134 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 *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W1,W3,W2: 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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt G-H, F-I, F-H
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) H=469/0-5-4 (min. 0-1-8), M=514/0-5-4 (min. 0-1-8), J=980/0-5-8 (min. 0-1-8)
Max HorzM=536(LC 10)
Max UpliftH=-357(LC 10), M=-164(LC 6), J=-155(LC 10)
Max GravH=560(LC 20), M=672(LC 17), J=1222(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-493/77, C-D=-333/207, D-E=-298/164, E-F=-431/33, B-M=-644/178
BOT CHORD L-M=-508/59, K-L=-302/390, J-K=-97/330, D-J=-397/142
WEBS E-J=-484/24, F-H=-401/268, B-L=-43/371, C-K=-594/211
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=357,
M=164, J=155.
8) 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
DAVE ROBINSON - CL 19-0~9
Truss
B03
Truss Type
Monopitch
Qty
6
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:38 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-qQ?rwhuwmjWkoRZXdcZ1hSkWC3dYeWuNVtEIYvz4qVZ
Scale = 1:21.6
T1 9-0-11
EV2 2-11-6
B1 6-9-4
EV1 0-9-8
WCL2 6-2-14
A
B
C
E
D
F
1.5x4
3x10
1.5x4
5x6
0-5-8
0-5-8
6-3-12
5-10-4
6-9-4
0-5-8
-1-8-12
1-8-12
6-9-4
6-9-4
1-
3
-
8
3-
6
-
9
4.00 12
Plate Offsets (X,Y)-- [B:0-2-14,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.82
0.28
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.16
-0.00
0.00
(loc)
D-E
D-E
D
E
l/defl
>841
>495
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) D=294/Mechanical, E=503/0-5-4 (min. 0-1-8)
Max HorzE=123(LC 6)
Max UpliftD=-102(LC 10), E=-146(LC 6)
Max GravD=365(LC 17), E=542(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-320/111, B-E=-496/174
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=102,
E=146.
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
DAVE ROBINSON - CL 19-0~9
Truss
B04
Truss Type
Monopitch
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:40 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-mp6bLNwBILmS2liwk1bVmtpsitJ06QOgyBjPdoz4qVX
Scale = 1:21.6
T1 9-0-11
EV2 2-11-6
B1 6-9-4
EV1 0-9-8
WCL2 6-2-14
A
B
C
E
D
F
1.5x4
3x10
1.5x4
5x6
0-5-8
0-5-8
6-3-12
5-10-4
6-9-4
0-5-8
-1-8-12
1-8-12
6-9-4
6-9-4
1-
3
-
8
3-
6
-
9
4.00 12
Plate Offsets (X,Y)-- [B:0-2-14,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.82
0.28
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.16
-0.00
0.00
(loc)
D-E
D-E
D
E
l/defl
>841
>495
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) D=294/Mechanical, E=503/0-11-0 (min. 0-1-8)
Max HorzE=123(LC 6)
Max UpliftD=-102(LC 10), E=-146(LC 6)
Max GravD=365(LC 17), E=542(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-320/111, B-E=-496/174
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=102,
E=146.
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
DAVE ROBINSON - CL 19-0~9
Truss
B05
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2 Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:42 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jBEMm2xRqy19H2sIsSdzrIvNVh3FaI8zQVCWhgz4qVV
Scale = 1:82.0
T1 11-2-3
T2 7-7-12
EV2 12-3-10
B1 7-11-4 B7 10-10-8W6 2-10-2
W8 7-5-12
W9 5-6-3
W10 5-0-0HW1 2-9-10
W15 1-2-0
W16 2-8-9
W17 2-1-0 W22 10-3-4
W23 9-11-9
W24 7-10-8
W28 2-4-3
W29 3-3-15
T3 11-1-11
A B
C
D
F
Q
E
G
H
I
J
R
P
O N M L KS T U V W
3x4
5x6
5x12 M18AHS
10x18 M18AHS
3x6
4x6
8x12
10x16
12x14
5x8
3x4
2x6
7x8
2x4
4x6
7x8
10x18 M18AHS
1
2
-
0
-
0
0-5-8
0-5-8
2-8-15
2-3-7
5-5-13
2-8-15
8-2-12
2-8-15
8-8-4
0-5-8
10-0-15
1-4-11
11-2-10
1-1-11
13-8-7
2-5-13
16-2-3
2-5-13
18-2-8
2-0-5
18-8-0
0-5-8
-1-8-12
1-8-12
2-8-15
2-8-15
5-5-13
2-8-15
8-2-12
2-8-15
11-2-10
2-11-14
13-8-7
2-5-13
16-2-3
2-5-13
18-8-0
2-5-13
19-1-4
0-5-4
1-
3
-
8
4-
2
-
7
14
-
1
-
1
0
0-
7
-
4
0-
4
-
8
4.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-6-0,0-0-4], [C:0-1-8,0-2-4], [F:0-8-4,0-3-0], [G:0-8-0,0-6-0], [M:0-3-8,0-4-8], [N:0-3-8,0-4-0], [O:0-3-8,0-6-0], [P:0-6-4,0-7-0], [Q:0-3-2,0-2-10]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.10
0.04
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
R
R
P
R
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 468 lb FT = 20%
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except*
T1: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W10,W7,W13,W12,W11,W9: 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E 2-9-10
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: K-L.
WEBS 1 Row at midpt J-L
REACTIONS.(lb/size) B=-100/0-5-4 (min. 0-1-8), P=2068/0-5-8 (min. 0-1-8)
Max HorzB=533(LC 10)
Max UpliftB=-470(LC 8), P=-927(LC 10)
Max GravB=442(LC 10), P=2274(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1015/1098, C-D=-1218/1492, D-F=-1157/1478, E-Q=-535/1058, E-F=-314/480,
F-G=-867/807, G-H=-480/362
BOT CHORD B-R=-846/362, Q-R=-846/362, P-Q=-1720/1027, P-S=-1548/933, S-T=-1546/934,
O-T=-1546/934, O-U=-506/303, N-U=-506/303
WEBS E-P=-833/317, H-N=-744/496, G-N=-492/809, G-O=-1214/777, C-Q=-649/395, D-Q=-450/196,
I-M=-362/257, H-M=-238/401, F-P=-1367/641, F-O=-992/1632
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph 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
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=470,
P=927.
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.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
DAVE ROBINSON - CL 19-0~9
Truss
B05
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2 Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:42 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jBEMm2xRqy19H2sIsSdzrIvNVh3FaI8zQVCWhgz4qVV
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
C01
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:44 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-faM6BkzhMZHtWM0hzsfRxj_fTUkP2EEGtphdmZz4qVT
Scale = 1:23.3
EV1 0-9-11
T1 8-7-0
EV2 3-3-12
B1 6-3-12
ST2 2-6-8
ST3 1-8-8
A
B
C
D
E
I H G F
2x4
2x6
1.5x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
0-5-8
0-5-8
5-10-4
5-4-12
-1-6-0
1-6-0
6-3-12
6-3-12
1-
3
-
8
3-
1
1
-
1
5.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.33
0.06
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
-0.00
(loc)
A
A
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 32 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-3-12.
(lb) - Max HorzI=127(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) I, F, G except H=-137(LC 10)
Max Grav All reactions 250 lb or less at joint(s) F, H except I=412(LC 16), G=281(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-376/48
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, F, G except (jt=lb)
H=137.
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.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
C02
Truss Type
Monopitch
Qty
10
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:46 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-bzUscQ?ytBXbmgA45Hiv083?zIKzW6sZL7AjqSz4qVR
Scale = 1:26.8
T1 10-7-6
EV2 4-1-2
B1 8-2-4
W1 4-7-2
EV1 0-9-11
WCL2 4-5-10
A
B
C
D
F
E
G
1.5x4
3x4
5x6
4x5
1.5x4
0-5-8
0-5-8
7-8-12
7-3-4
8-2-4
0-5-8
-1-6-0
1-6-0
4-1-2
4-1-2
8-2-4
4-1-2
1-
3
-
8
4-
8
-
7
5.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.33
0.44
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.35
0.00
0.00
(loc)
E-F
E-F
E
F
l/defl
>465
>273
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) E=371/Mechanical, F=545/0-5-4 (min. 0-1-8)
Max HorzF=159(LC 10)
Max UpliftE=-138(LC 10), F=-97(LC 10)
Max GravE=469(LC 17), F=585(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-354/128
BOT CHORD E-F=-165/342
WEBS C-E=-406/196, C-F=-416/15
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) E=138.
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
DAVE ROBINSON - CL 19-0~9
Truss
C03
Truss Type
Monopitch
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:48 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-XLbd160CPonJ?zJSCikN5Z8KS52C_0MroQfqvKz4qVP
Scale = 1:28.0
T1 10-7-6
EV2 4-1-2
B1 8-2-4
W1 4-7-2
EV1 0-9-11
WCL2 4-5-10
A
B
C
D
G
E
H
F
1.5x4
3x4
5x6
4x5
1.5x4
0-5-8
0-5-8
0-6-8
0-1-0
7-8-12
7-2-4
8-2-4
0-5-8
-1-6-0
1-6-0
4-1-2
4-1-2
8-2-4
4-1-2
1-
3
-
8
4-
8
-
7
5.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.33
0.26
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.11
0.00
0.00
(loc)
E-F
E-F
E
F
l/defl
>999
>761
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) E=355/Mechanical, G=358/0-5-8 (min. 0-1-8), F=203/0-5-8 (min. 0-1-8)
Max HorzG=159(LC 10)
Max UpliftE=-148(LC 10), G=-239(LC 5)
Max GravE=453(LC 17), G=397(LC 17), F=494(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-354/128
BOT CHORD F-G=-165/342, E-F=-165/342
WEBS C-E=-406/196, C-G=-416/15
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=148,
G=239.
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
DAVE ROBINSON - CL 19-0~9
Truss
C04
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:51 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-ywHlf724ij9usR21trH4jBmr6J6mBOnIUOuUWfz4qVM
Scale = 1:26.3
EV1 0-9-11
T1 10-7-6
EV2 4-1-2
B1 8-2-4
ST1 2-5-7
ST2 1-7-7
ST3 3-3-7
A
B
C
D
E
F
K J I H G
L
2x4
3x4
0-5-8
0-5-8
7-8-12
7-3-4
-1-6-0
1-6-0
8-2-4
8-2-4
1-
3
-
8
4-
8
-
7
5.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.36
0.08
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
-0.00
(loc)
A
A
G
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 42 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 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 8-2-4.
(lb) - Max HorzK=159(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) G, I, H except J=-161(LC 10)
Max Grav All reactions 250 lb or less at joint(s) G, J except K=424(LC 16), I=256(LC 17), H=278(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-388/26
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * 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.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, I, H except (jt=lb)
J=161.
13) 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
DAVE ROBINSON - CL 19-0~9
Truss
D01
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-uJPW4p4LEKPc5kCQ?FKYocs6D6mnfEsbyiNbaYz4qVK
Scale = 1:79.1
EV1 2-0-3
T1 9-6-11 T2 9-6-11
EV2 2-0-3
B1 9-0-0
ST1 12-2-2
ST2 10-0-3
ST3 7-8-3
ST4 5-4-3
ST5 3-0-3
ST6 10-0-3
ST7 7-8-3
ST8 5-4-3
ST9 3-0-3
B2 9-0-0A
B
C
D
E
F
G
H
I
J
K
L
M
X W V U T S R Q P O N
4x5
4x6
4x5
4x5
4x6
5x6
5x6
5x6
0-5-8
0-5-8
3-0-0
2-6-8
9-0-0
6-0-0
15-0-0
6-0-0
17-6-8
2-6-8
18-0-0
0-5-8
-2-0-0
2-0-0
3-0-0
3-0-0
9-0-0
6-0-0
15-0-0
6-0-0
18-0-0
3-0-0
20-0-0
2-0-0
2-
5
-
0
12
-
1
1
-
0
2-
5
-
0
14.00 12
Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [D:0-3-0,0-3-0], [J:0-3-0,0-3-0], [L:0-3-0,0-1-12], [N:Edge,0-3-8], [S:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.64
0.24
0.35
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
0.04
-0.00
(loc)
M
M
N
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 164 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST2,ST1: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt G-S, F-T, H-R
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 18-0-0.
(lb) - Max HorzX=-354(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except X=-603(LC 4), N=-585(LC 5), T=-132(LC 8), U=-179(LC 8),
V=-147(LC 8), W=-464(LC 5), R=-132(LC 9), Q=-179(LC 9), P=-147(LC 9), O=-450(LC 4)
Max Grav All reactions 250 lb or less at joint(s) T, U, V, R, Q, P except X=670(LC 17), N=654(LC 16), S=653(LC 9),
W=514(LC 6), O=498(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-X=-640/396, A-B=0/264, B-C=-325/407, D-E=-133/326, E-F=-95/424, F-G=-54/480,
G-H=-48/475, H-I=-86/418, I-J=-124/320, K-L=-314/395, L-M=0/264, L-N=-640/384
WEBS G-S=-637/0, C-W=-245/350, K-O=-238/350
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint X, 585 lb uplift at joint N
, 132 lb uplift at joint T, 179 lb uplift at joint U, 147 lb uplift at joint V, 464 lb uplift at joint W, 132 lb uplift at joint R, 179 lb uplift at joint Q,
147 lb uplift at joint P and 450 lb uplift at joint O.
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.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
D02
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:55 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-qhWGVV6bmyfJL2Mo6gM0t1xNUwRN75dtP0sifQz4qVI
Scale = 1:57.9
T1 11-1-0
T2 7-5-10
T3 5-1-15
T4 13-3-5
B1 12-5-1
W2 5-11-10
W3 9-3-14
W4 10-4-10
W5 9-3-14 W6 6-5-3
W7 5-7-2
HW1 0-7-0
EV2 2-0-3
WCR2 3-5-2
B2 11-6-15
ST2 8-5-4
ST3 4-5-13
ST4 1-10-11
ST5 3-6-2ST6 3-0-11
ST7 2-0-11
ST9 2-7-1
ST10 6-8-0
ST11 6-8-0
ST12 2-7-1
ST13 8-0-8
ST14 0-8-12
ST15 2-0-12
ST16 4-4-9
ST17 3-4-0
ST18 0-8-6
W8 3-2-9
W9 4-1-3
A
B
C
D
E F
G
H
I
P O
N
M L K J
AO
AP
AQ
AR
5x8
4x6
4x8
5x6
6x8
3x10
3x6
3x4 2x4
6x8
3x4
0-5-8
0-5-8
6-2-0
5-8-8
7-9-6
1-7-6
12-5-1
4-7-11
17-6-15
5-1-15
20-9-8
3-2-8
23-6-8
2-9-0
24-0-0
0-5-8
-2-0-0
2-0-0
7-9-6
7-9-6
12-5-1
4-7-11
17-6-15
5-1-15
20-9-8
3-2-8
24-0-0
3-2-8
26-0-0
2-0-0
0-
7
-
4
4-
5
-
1
5
9-
1
0
-
1
4
2-
5
-
0
9-
1
0
-
1
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [E:0-4-12,0-1-8], [F:0-3-2,0-2-0], [H:Edge,0-1-5], [M:0-3-0,0-3-0], [P:0-1-12,0-0-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.98
0.29
0.46
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.01
(loc)
L-M
L-M
J
B-P
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 247 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 *Except*
ST6,ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-9-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-M, E-L, F-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-5-8 except (jt=length) J=0-5-8.
(lb) - Max HorzB=275(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) B, P except J=-174(LC 11), O=-444(LC 5),
N=-219(LC 10)
Max Grav All reactions 250 lb or less at joint(s) P except B=522(LC 34), J=1740(LC 31),
N=1519(LC 31), N=1406(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-AO=-118/256, D-E=-985/203, E-AP=-430/213, F-AP=-430/213, F-AQ=-661/227,
G-AQ=-899/213, G-H=-1006/150, H-I=0/311, H-J=-1724/188
BOT CHORD M-N=-106/345, M-AR=-84/494, L-AR=-84/494, K-L=0/489
WEBS D-M=0/294, G-K=-361/32, H-K=-11/697, C-N=-736/194, D-N=-1224/123
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 7.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, P except (jt=lb)
J=174, O=444, N=219.
Continued on page 2
Job
DAVE ROBINSON - CL 19-0~9
Truss
D02
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:56 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-Iu4eir6DXFnAyCx?gOtFQFUYEKncsYt1egbFBtz4qVH
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.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
D03
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:57 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-n4e1wB7rIZv1aMWBE5OUyS0kpk3HbwFAsKLpjJz4qVG
Scale = 1:56.4
T1 11-1-0
T2 7-5-10
T3 5-1-15
T4 13-3-5
B1 12-5-1
W1 4-2-4
W2 3-10-8 W3 5-11-10
W4 9-3-14 W5 10-4-10 W6 9-3-14
W7 6-4-3
HW1 0-7-0
EV2 2-0-3
WCR2 6-0-1
B2 11-6-15
A
B
C
D
E F
G
H
I
M L K J
N
O
P
Q
R
5x6
4x6 6x8
4x8
5x8 3x4
1.5x4
3x4
3x4
3x6
4x6
0-5-8
0-5-8
7-9-6
7-3-14
12-5-1
4-7-11
17-6-15
5-1-15
23-6-8
5-11-9
24-0-0
0-5-8
-2-0-0
2-0-0
3-10-11
3-10-11
7-9-6
3-10-11
12-5-1
4-7-11
17-6-15
5-1-15
20-9-8
3-2-8
24-0-0
3-2-8
26-0-0
2-0-0
0-
7
-
4
4-
5
-
1
5
9-
1
0
-
1
4
2-
5
-
0
9-
1
0
-
1
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [E:0-3-2,0-2-0], [F:0-4-12,0-1-8], [H:0-3-0,0-1-12], [L:0-2-12,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.93
0.46
0.77
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.04
0.04
(loc)
L-M
B-M
J
L-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 161 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-1-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt F-K, G-J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1351/0-5-8 (min. 0-1-8), J=1347/0-5-8 (min. 0-2-4)
Max HorzB=275(LC 9)
Max UpliftB=-263(LC 10), J=-199(LC 11)
Max GravB=1374(LC 34), J=2085(LC 31)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1871/311, C-O=-1847/259, D-O=-1797/268, D-E=-1610/254, E-P=-840/265,
F-P=-840/265, F-Q=-1018/254, G-Q=-1258/240, G-H=-186/308, H-I=0/311, H-J=-688/266
BOT CHORD B-M=-380/1544, L-M=-285/1649, L-R=-55/660, K-R=-55/660, J-K=-24/657
WEBS C-M=-355/155, D-M=0/252, D-L=-1087/317, E-L=-106/454, F-L=-140/387, G-K=-93/299,
G-J=-1531/93
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, 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=263,
J=199.
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
DAVE ROBINSON - CL 19-0~9
Truss
D04
Truss Type
Roof Special
Qty
10
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:23:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jTmnKs95qAAlpffaLWRy2t66VXle3qcTKeqwoBz4qVE
Scale = 1:56.0
T1 11-1-0
T2 7-5-10
T3 5-1-15
T4 10-2-7
B1 12-5-1
W1 4-2-4
W2 3-10-8 W3 5-11-10
W4 9-3-14 W5 10-4-10 W6 9-3-14
W7 6-4-3
HW1 0-7-0
EV2 2-0-3
WCR2 6-0-1
B2 11-6-15
A
B
C
D
E F
G
H
L K J I
M
N
O
P
5x6
4x6 6x8
2x4
4x8
5x8 3x4
1.5x4
3x4
5x6
3x6
0-5-8
0-5-8
7-9-6
7-3-14
12-5-1
4-7-11
17-6-15
5-1-15
23-6-8
5-11-9
24-0-0
0-5-8
-2-0-0
2-0-0
3-10-11
3-10-11
7-9-6
3-10-11
12-5-1
4-7-11
17-6-15
5-1-15
20-9-8
3-2-8
24-0-0
3-2-8
0-
7
-
4
4-
5
-
1
5
9-
1
0
-
1
4
2-
5
-
0
9-
1
0
-
1
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [E:0-3-2,0-2-0], [F:0-4-12,0-1-8], [K:0-2-12,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.79
0.46
0.78
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.04
0.04
(loc)
K-L
B-L
I
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 157 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-11-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt F-J, G-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1360/0-5-8 (min. 0-1-8), I=1148/Mechanical
Max HorzB=274(LC 7)
Max UpliftB=-262(LC 10), I=-164(LC 10)
Max GravB=1360(LC 1), I=1656(LC 31)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1889/310, C-M=-1886/257, D-M=-1836/266, D-E=-1649/253, E-N=-865/264,
F-N=-865/264, F-O=-1068/254, G-O=-1325/235, H-I=-283/109
BOT CHORD B-L=-424/1575, K-L=-329/1684, K-P=-78/694, J-P=-78/694, I-J=-69/740
WEBS C-L=-343/158, D-K=-1100/316, E-K=-104/478, F-K=-141/370, F-J=-122/282, G-J=-151/292,
G-I=-1500/148
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, 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=262,
I=164.
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
DAVE ROBINSON - CL 19-0~9
Truss
D05
Truss Type
Roof Special
Qty
5
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-72SwzuB_65YKg7O81e_ffWkdrlocGCgv0c2aPWz4qVB
Scale = 1:56.0
T1 11-1-0
T2 7-5-10
T3 5-1-15
T4 9-3-11
B1 12-5-1
W1 4-2-4
W2 3-10-8 W3 5-11-10
W4 9-3-14 W5 10-4-10 W6 9-3-14 W7 6-6-4
HW1 0-7-0
EV2 2-8-6
WCR2 6-2-3
B2 10-11-15
A
B
C
D
E F
G
H
L K J I
M
N
O
P
Q
R
5x6
4x6 6x8
2x4
4x8
5x8 3x4
1.5x4
3x4
3x4
3x6
0-5-8
0-5-8
7-9-6
7-3-14
12-5-1
4-7-11
17-6-15
5-1-15
22-11-8
5-4-9
23-5-0
0-5-8
-2-0-0
2-0-0
3-10-11
3-10-11
7-9-6
3-10-11
12-5-1
4-7-11
17-6-15
5-1-15
20-6-0
2-11-0
23-5-0
2-11-0
0-
7
-
4
4-
5
-
1
5
9-
1
0
-
1
4
3-
1
-
3
9-
1
0
-
1
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [E:0-3-2,0-2-0], [F:0-4-12,0-1-8], [K:0-2-12,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.78
0.45
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.07
-0.12
0.04
0.04
(loc)
B-L
B-L
I
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 156 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-4-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt F-J, G-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1331/0-5-8 (min. 0-1-8), I=1119/Mechanical
Max HorzB=271(LC 7)
Max UpliftB=-257(LC 10), I=-166(LC 10)
Max GravB=1331(LC 1), I=1582(LC 31)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-1829/285, C-M=-1812/299, C-N=-1805/245, D-N=-1755/254, D-O=-1570/212,
E-O=-1506/241, E-P=-814/257, F-P=-814/257, F-Q=-956/242, G-Q=-1188/225
BOT CHORD B-L=-431/1510, K-L=-334/1611, K-R=-74/619, J-R=-74/619, I-J=-61/608
WEBS C-L=-342/151, D-K=-1071/312, E-K=-94/424, F-K=-147/410, G-J=-88/350, G-I=-1429/150
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, 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=257,
I=166.
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
DAVE ROBINSON - CL 19-0~9
Truss
D06
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:04 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-3QZgOaDEejo2wRYX8307kxpzyYVAkDpCTwXgTPz4qV9
Scale = 1:57.9
T1 11-1-0
T2 7-5-10
T3 5-1-15
T4 9-3-11
B1 12-5-0
W1 4-2-4
W2 3-10-8
W3 5-11-10
W4 9-3-14
W5 10-4-10
W6 9-3-14 W7 6-6-4
HW1 0-7-0
EV2 2-8-6
WCR2 6-2-2
ST2 7-10-5
ST3 3-10-15
ST4 2-1-8
ST5 1-10-7
ST6 0-10-7ST7 1-10-4
ST8 0-10-15
ST9 7-3-2
ST10 1-11-15
ST11 3-2-4
ST12 6-0-13
ST13 2-7-7
ST14 4-2-0
ST15 1-6-2
ST16 2-11-5
B2 11-0-0A
B
C
D
E F
G
H
T S R Q P O N M L K J I
AJ
AK
AL
AM
AN
AO
5x6
4x8 6x8
4x8
5x8
3x4
3x6
3x4
5x6
3x4
0-5-8
0-5-8
7-9-6
7-3-14
12-5-1
4-7-11
17-6-15
5-1-15
22-11-8
5-4-9
23-5-0
0-5-8
-2-0-0
2-0-0
3-10-11
3-10-11
7-9-6
3-10-11
12-5-1
4-7-11
17-6-15
5-1-15
20-6-0
2-11-0
23-5-0
2-11-0
0-
7
-
4
4-
5
-
1
5
9-
1
0
-
1
4
3-
1
-
3
9-
1
0
-
1
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [E:0-5-0,0-1-12], [F:0-4-12,0-1-8], [O:0-2-8,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.74
0.31
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
0.00
-0.00
(loc)
B-T
B-T
Q
B
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 223 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 *Except*
ST7,ST8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-O, F-O, F-L
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 23-5-0.
(lb) - Max HorzB=271(LC 7)
Max Uplift All uplift 100 lb or less at joint(s) B, I except O=-140(LC 10), Q=-222(LC
10), L=-148(LC 11), T=-171(LC 16)
Max Grav All reactions 250 lb or less at joint(s) P, R, S, T, N, M, K, J except
B=607(LC 34), O=680(LC 31), Q=638(LC 34), L=521(LC 31), I=568(LC 31), I=309(LC
1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AJ=-496/78, C-AJ=-303/92, D-AL=-318/78, E-AL=-254/322, G-AN=-272/108
BOT CHORD B-T=-158/344, S-T=-158/344, R-S=-158/344, Q-R=-158/344
WEBS C-Q=-523/171, D-Q=-445/154, E-O=-534/157, F-L=-304/46, G-L=-332/232, G-I=-372/58
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 7.0psf.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, I except (jt=lb)
O=140, Q=222, L=148, T=171.
Continued on page 2
Job
DAVE ROBINSON - CL 19-0~9
Truss
D06
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:05 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-Yd72bwDsP0wvYa7jinYMH8M8iyrPTg3MiaHE?rz4qV8
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.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
D07
Truss Type
Common
Qty
6
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:06 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-0phQpGEUAK2m9kiwGU3bqMuKxM9?C2zVxE0nYHz4qV7
Scale = 1:78.5
T1 7-3-1
T2 13-3-4
B1 9-0-0
W1 8-2-12
W2 12-2-2
W3 8-4-9
EV1 2-0-3
WCL2 7-11-7
EV2 2-8-6
WCR2 8-1-4
T3 9-11-14
B2 8-5-0A
B
C
D
E
F
I H G
J K L M
4x5
2x4
5x8
5x8 4x5
3x10
3x6 3x6
0-5-8
0-5-8
9-0-0
8-6-8
16-11-8
7-11-8
17-5-0
0-5-8
-2-0-0
2-0-0
4-6-0
4-6-0
9-0-0
4-6-0
13-2-8
4-2-8
17-5-0
4-2-8
2-
5
-
0
12
-
1
1
-
0
3-
1
-
3
14.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [H:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.64
0.42
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.24
0.01
0.01
(loc)
H-I
H-I
G
H-I
l/defl
>999
>870
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 132 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W6: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt C-H, E-H, C-I, E-G
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1041/0-5-8 (min. 0-1-8), G=827/Mechanical
Max HorzI=324(LC 5)
Max UpliftI=-183(LC 9), G=-177(LC 8)
Max GravI=1041(LC 1), G=859(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=0/264, C-D=-627/286, D-E=-614/290, B-I=-418/302
BOT CHORD I-J=-181/502, J-K=-181/502, H-K=-181/502, H-L=-68/374, L-M=-68/374, G-M=-68/374
WEBS C-H=-207/310, D-H=-286/435, E-H=-186/299, C-I=-756/78, E-G=-725/141
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=183,
G=177.
8) 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
DAVE ROBINSON - CL 19-0~9
Truss
D08
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-yCpBDxGlixITP2rINv53vnze69tKg16oOYVucAz4qV5
Scale = 1:82.5
EV1 2-0-3
T1 7-0-0
T2 13-3-4
EV2 2-8-6
B1 8-8-8
ST1 12-0-1
ST2 9-8-1
ST3 7-4-1
ST4 5-0-1
ST5 2-8-1
ST6 10-4-4
ST7 8-0-4
ST8 5-8-4
ST9 3-4-4
T3 10-2-15
B2 8-8-8
A
B
C
D
E
F
G H
I
J
K
L
M
X W V U T S R Q P ON
5x12 M18AHS
4x8
3x4
3x6
4x5 5x6
5x6
2x6
0-5-8
0-5-8
8-8-8
8-3-0
16-11-8
8-3-0
17-5-0
0-5-8
-2-0-0
2-0-0
4-8-8
4-8-8
9-0-0
4-3-8
17-5-0
8-5-0
2-
5
-
0
12
-
1
1
-
0
3-
1
-
3
14.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [H:Edge,0-3-1], [N:Edge,0-3-8], [S:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.79
0.30
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
0.04
-0.00
(loc)
A-B
A
N
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
M18AHS
Weight: 158 lb FT = 20%
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W1: 2x4 DF Stud/Std
OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST2,ST1,ST8,ST9: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt G-S, F-T, I-R, J-Q
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-5-0.
(lb) - Max HorzX=324(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) S, R except X=-940(LC 4), N=-604(LC 7), T=-202(LC 8), U=-172(LC 8),
V=-122(LC 8), W=-914(LC 5), Q=-197(LC 9), P=-154(LC 9), O=-500(LC 4)
Max Grav All reactions 250 lb or less at joint(s) T, U, V, R, Q, P except X=1114(LC 17), N=548(LC 6), S=622(LC 9),
W=845(LC 6), O=601(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-X=-900/565, A-B=0/264, B-C=-539/550, C-D=-252/279, D-E=-218/301, E-F=-172/379,
F-G=-140/499, H-I=-95/395, I-J=-61/346, L-M=-275/306, M-N=-289/317
WEBS G-S=-605/116, C-W=-375/543, L-O=-308/268
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * 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.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) S, R except (jt=lb)
X=940, N=604, T=202, U=172, V=122, W=914, Q=197, P=154, O=500.
13) 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
DAVE ROBINSON - CL 19-0~9
Truss
E01
Truss Type
Roof Special Supported Gable
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-uaxxedH?EZYBeM?hVK7X_C34izb98yl5ss_?h3z4qV3
Scale = 1:56.1
EV1 3-9-1
T1 7-4-6
T2 4-6-7
T3 12-7-10
EV2 0-3-14B1 11-9-0
ST1 4-4-6ST2 5-0-6
ST3 5-10-5
ST4 7-10-5ST5 7-4-5
ST6 5-4-5
ST7 3-8-6 ST8 3-0-6 ST9 2-4-6 ST10 1-8-6
ST11 0-10-5
T4 6-0-12
B2 11-9-0
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
AB AA Z Y X W V U T S R Q P
AC
AD
3x4
5x6
5x6
3x10
5x6
2x4
0-5-8
0-5-8
11-9-0
11-3-8
15-9-0
4-0-0
23-0-8
7-3-8
23-6-0
0-5-8
5-0-0
5-0-0
8-0-0
3-0-0
11-9-0
3-9-0
15-9-0
4-0-0
23-6-0
7-9-0
25-6-0
2-0-0
4-
2
-
0
6-
2
-
0
9-
2
-
0
1-
0
-
0
12.00 12
4.00 12
Plate Offsets (X,Y)-- [D:0-2-0,Edge], [V:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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-R
0.40
0.08
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.01
(loc)
O
O
P
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 148 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 *Except*
T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST3,ST2: 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, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 23-6-0.
(lb) - Max HorzAB=-246(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) AB, V, W, Y, U, T, S, R except P=-129(LC 7), X=-154(LC 10),
AA=-197(LC 10), Q=-264(LC 16)
Max Grav All reactions 250 lb or less at joint(s) AB, V, W, X, U, T, S, R, Q except P=641(LC 16), Y=284(LC 28),
Z=345(LC 17), AA=341(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD N-P=-612/148
WEBS E-Y=-256/95, C-Z=-317/0, B-AA=-317/199, M-Q=-22/267
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11) * 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.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AB, V, W, Y, U, T, S,
R except (jt=lb) P=129, X=154, AA=197, Q=264.
13) 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
DAVE ROBINSON - CL 19-0~9
Truss
E02
Truss Type
Roof Special
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-qz2i3JJFmAovtf93clA?3d8J8nCOck8OJ9T6lxz4qV1
Scale = 1:55.7
T1 7-4-6
T2 4-6-7
T3 8-5-1
B1 8-0-0
W1 8-11-12
W2 5-6-13
W4 3-0-6
EV1 3-9-1
WCL2 9-6-6
HW2 4-0-15
T4 10-3-5
B2 15-6-0
W5 7-11-0
A
B
C
D
E
F
G
J I H
K
L
M N
3x6
5x6
5x6
5x8
6x8 1.5x4 3x6
4x8
4x5
4x5
0-5-8
0-5-8
8-0-0
7-6-8
15-9-0
7-9-0
23-0-8
7-3-8
23-6-0
0-5-8
5-0-0
5-0-0
8-0-0
3-0-0
15-9-0
7-9-0
23-6-0
7-9-0
25-6-0
2-0-0
4-
2
-
0
6-
2
-
0
9-
2
-
0
1-
0
-
0
12.00 12
4.00 12
Plate Offsets (X,Y)-- [D:0-2-12,0-1-12], [F:0-6-3,Edge], [I:0-2-12,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.85
0.42
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.25
0.05
0.07
(loc)
I-J
I-J
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 142 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 *Except*
T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W3,W6,W5: 2x4 DF Stud/Std
SLIDER Right 2x6 DF SS or 1800F 1.6E 4-0-15
BRACING-
TOP CHORD Sheathed or 3-10-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt B-J, D-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) J=1137/0-5-8 (min. 0-1-8), F=1326/0-5-8 (min. 0-1-8)
Max HorzJ=-250(LC 11)
Max UpliftJ=-238(LC 11), F=-339(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-347/211, B-K=-1425/449, C-K=-1584/433, C-L=-1108/230, D-L=-1226/219,
D-E=-2016/440, E-F=-2235/417, A-J=-442/188
BOT CHORD J-M=0/532, M-N=0/532, I-N=0/532, H-I=-318/1960, F-H=-321/1955
WEBS B-I=-485/1710, C-I=-1131/407, D-H=0/252, B-J=-974/196, D-I=-1042/334
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=238,
F=339.
8) 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
DAVE ROBINSON - CL 19-0~9
Truss
E03
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:14 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-nLASU?KWHn3d7zJSkACT82Dkuaw_4cYgnTyCqqz4qV?
Scale = 1:65.7
T1 15-5-4
T2 5-10-9
T3 4-8-7
T4 10-10-0
B1 12-3-8
W1 2-5-5 W4 5-9-0
W5 8-2-12 W6 6-0-0
W7 5-4-11
W8 6-0-3
W9 3-8-10 W10 5-3-3
W11 1-11-15
EV1 0-3-14
WCL2 6-0-13
EV2 0-3-14
WCR2 4-8-14
B2 10-2-4B3 12-10-4
ST2 6-2-15
ST3 1-2-11
ST4 5-11-4
ST5 1-1-15
ST6 1-6-10
ST7 3-6-9
ST8 3-11-0
ST9 2-4-1
ST10 0-11-10
ST11 0-9-2ST12 1-10-9
ST13 1-10-4
ST14 1-1-9 ST15 4-10-10
ST16 3-6-9
ST17 1-1-11
ST18 1-3-11ST19 2-8-9
ST20 3-2-4
ST21 1-8-6ST22 0-11-3ST23 1-9-1
ST24 1-1-15
W12 4-3-14
W13 5-10-10
W14 4-7-4
A
B
C
D E
F
G
H
I
J
K
U T S R Q
P O N M
L
BE
BF
BG
BH
BI
7x8
5x6
7x8
10x16
5x8
4x5
4x5
4x8 3x4
4x5
5x6
7x8
5x6 10x16
2x4 2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4
2x4 2x4
2x4
2x4
2x4
0-5-8
0-5-8
6-6-0
6-0-8
12-0-0
5-6-0
12-3-8
0-3-8
13-0-0
0-8-8
16-10-0
3-10-0
19-10-0
3-0-0
25-0-0
5-2-0
30-2-0
5-2-0
34-10-8
4-8-8
35-4-0
0-5-8
-1-6-0
1-6-0
6-6-0
6-6-0
12-3-8
5-9-8
13-0-0
0-8-8
16-10-0
3-10-0
19-10-0
3-0-0
25-0-0
5-2-0
30-2-0
5-2-0
35-4-0
5-2-0
37-4-0
2-0-0
1-
0
-
0
5-
4
-
0
6-
2
-
0
9-
2
-
0
1-
0
-
0
4.00 12
12.00 12
Plate Offsets (X,Y)-- [I:0-4-0,0-4-8], [L:0-2-4,0-4-4], [N:0-3-0,0-3-0], [Q:0-2-12,0-3-0], [U:0-2-4,0-4-4], [AF:0-1-14,0-0-12], [AH:0-1-14,0-0-12], [AZ:0-1-13,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.28
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.12
0.02
0.04
(loc)
M-N
M-N
L
M-N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 313 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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: 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 5-11-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt F-P
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-3-8 except (jt=length) L=0-5-8.
(lb) - Max HorzU=-158(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) T, S except U=-160(LC 6), Q=-394(LC 11), L=-316(LC 7)
Max Grav All reactions 250 lb or less at joint(s) R except U=425(LC 32), Q=2010(LC 1), Q=2010(LC 1), T=684(LC 32),
L=1287(LC 35)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BE=-66/307, C-BE=-57/345, C-BF=-145/905, D-BF=-132/916, D-E=-104/833, E-F=-479/163,
F-G=-438/143, G-BG=-752/169, BG-BH=-771/165, H-BH=-863/164, H-BI=-1555/293,
I-BI=-1626/284, I-J=-1960/350, B-U=-385/184, J-L=-1242/332
BOT CHORD S-T=-291/185, R-S=-291/185, Q-R=-291/185, P-Q=-681/304, O-P=0/730, N-O=-145/1475,
M-N=-263/1782
WEBS C-T=-559/236, E-P=-169/1301, G-P=-1173/321, G-O=-122/744, H-O=-1100/249, H-N=-11/258,
I-N=-337/130, B-T=-336/119, J-M=-240/1553, D-Q=-707/177, C-Q=-605/171, E-Q=-1269/252
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) T, S except (jt=lb)
U=160, Q=394, L=316.
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
DAVE ROBINSON - CL 19-0~9
Truss
E04
Truss Type
Roof Special
Qty
6
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:16 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jkICvgMmpPJLMHSrrbExETJ5EOX2YXJzEnRJtiz4qUz
Scale: 3/16"=1'
T1 15-5-4
T2 5-10-9
T3 4-8-7
T4 10-10-11
B1 13-0-0
W1 1-8-10 W2 4-4-11
W3 3-1-15
W4 5-0-3
W5 4-6-11
W6 5-9-0
W7 8-2-12
W8 6-0-0
W9 5-4-11
W10 6-0-3 W11 3-8-10
W12 5-3-3 W13 1-11-15
HW1 2-3-5
HW2 2-8-10
T5 7-8-8
B2 10-2-4B3 12-1-12
A B
C
D
E
F
G
H
I
J
K
L
M
T S R Q P O N
U
V W
X Y
Z
7x8
5x8
7x8
7x8
7x8
4x6
6x8
4x5
1.5x4 3x4
4x5
6x8 3x4
4x5
5x6 1.5x4
7x8
4x8
0-5-8
0-5-8
4-4-0
3-10-8
8-8-0
4-4-0
13-0-0
4-4-0
16-10-0
3-10-0
19-10-0
3-0-0
25-0-0
5-2-0
30-2-0
5-2-0
34-10-8
4-8-8
35-4-0
0-5-8
-1-6-0
1-6-0
4-4-0
4-4-0
8-8-0
4-4-0
13-0-0
4-4-0
16-10-0
3-10-0
19-10-0
3-0-0
25-0-0
5-2-0
30-2-0
5-2-0
35-4-0
5-2-0
37-4-0
2-0-0
1-
0
-
0
5-
4
-
0
6-
2
-
0
9-
2
-
0
1-
0
-
0
4.00 12
12.00 12
Plate Offsets (X,Y)-- [B:0-5-11,0-0-6], [J:0-4-0,0-4-8], [L:0-5-11,0-0-6], [O:0-3-0,0-3-4], [R:0-2-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.46
0.56
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.43
0.15
0.15
(loc)
P
P
L
Q
l/defl
>999
>978
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 236 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E 2-3-5,
Right 2x6 DF SS or 1800F 1.6E 2-8-10
BRACING-
TOP CHORD Sheathed or 3-11-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing.
WEBS 1 Row at midpt F-Q, H-Q
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1861/0-5-8 (min. 0-2-0), L=1908/0-5-8 (min. 0-2-1)
Max HorzB=-158(LC 11)
Max UpliftB=-362(LC 10), L=-403(LC 7)
Max GravB=1882(LC 32), L=1916(LC 35)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3430/595, C-U=-3340/592, D-U=-3286/598, D-E=-3447/614, E-V=-3087/532,
V-W=-3015/532, F-W=-3004/537, F-G=-2531/529, G-H=-2496/520, H-X=-2724/518,
X-Y=-2734/513, I-Y=-2826/512, I-Z=-3324/627, J-Z=-3350/617, J-K=-3403/641,
K-L=-3497/637
BOT CHORD B-T=-635/3016, S-T=-635/3016, R-S=-622/3263, Q-R=-483/2868, P-Q=-338/2593,
O-P=-461/3160, N-O=-518/3096, L-N=-517/3097
WEBS D-S=-60/396, E-R=-883/199, F-R=-88/603, F-Q=-1975/450, G-Q=-622/3076, H-Q=-1965/463,
H-P=-114/697, I-P=-1039/241
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=362,
L=403.
8) 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
DAVE ROBINSON - CL 19-0~9
Truss
FB01
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:18 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-f7PzKMN0L0Z3bacDz?GPJuOWbBL30czGi5wQybz4qUx
Scale = 1:31.3
B1 4-10-8
EL1 1-1-0 ER1 1-3-0
T1 15-0-0
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0 ST5 1-3-0 ST6 1-3-0 ST7 1-3-0 ST8 1-3-0 ST9 1-3-0
B2 15-0-0
T2 4-9-0
A B C D E F G H I J K L
X W V U T S R Q P O N M
Y
3x4 3x6 FP
3x6 FP
0-3-8
0-3-8
19-7-0
19-3-8
19-10-8
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [Y:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
M
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 74 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 19-10-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) X, M, W, V, T, S, R, Q, P, O, N
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB02
Truss Type
Floor
Qty
11
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:20 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-bVXjl2PGtdpmrumc4QJtOJTm3?vXUO2Z9PPX0Tz4qUv
Scale = 1:32.8
B1 6-10-8
EL1 1-1-0 ER1 1-3-0
T1 13-0-0
W5 1-6-12 W8 1-7-11
B2 13-0-0
T2 6-9-0
A B C D E F G H I J K
R Q P O N M L
S
3x10 M18AHS FP
1.5x4
3x6
1.5x4
3x6
1.5x4 3x6 FP
3x4
1.5x4
3x4
1.5x4 4x6
3x10
1.5x4 3x4 4x6
3x10
1.5x4 3x4
0-3-8
0-3-8
8-9-12
8-6-4
8-11-4
0-1-8
9-11-4
1-0-0
10-11-4
1-0-0
11-0-12
0-1-8
19-7-0
8-6-4
19-10-8
0-3-8
2-6-0 0-11-4 2-0-0 1-0-12
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [N:0-1-8,Edge], [O:0-1-8,Edge], [S:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.47
0.53
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.22
-0.30
0.06
(loc)
N-O
N-O
L
l/defl
>999
>783
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 92 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) R=861/0-3-8 (min. 0-1-8), L=866/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2445/0, C-D=-2445/0, D-E=-3073/0, E-F=-3073/0, F-G=-3073/0, G-H=-2427/0, H-I=-2427/0, I-J=-2427/0
BOT CHORD Q-R=0/1456, P-Q=0/2972, O-P=0/2972, N-O=0/3073, M-N=0/2963, L-M=0/1428
WEBS E-O=-305/70, F-N=-284/58, B-R=-1639/0, B-Q=0/1123, D-Q=-598/0, D-O=-132/467, J-L=-1620/0, J-M=0/1134, G-M=-608/0,
G-N=-121/460
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB03
Truss Type
Floor
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:22 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-YufT9kQXPF3U4Cw_CrLLTkZBEphXyPLscjud5Mz4qUt
Scale = 1:32.8
B1 6-10-8
EL1 1-1-0 ER1 1-3-0
T1 13-0-0
W5 1-6-12 W8 1-7-11
B2 13-0-0
T2 6-9-0
A B C D E F G H I J K
R Q P O N M L
S
3x6 FP
1.5x4
3x6
1.5x4
3x4
1.5x4 3x6 FP
3x4
1.5x4
3x4
1.5x4 3x4
3x6
1.5x4 3x4 3x4
3x6
1.5x4 3x4
0-3-8
0-3-8
8-9-12
8-6-4
8-11-4
0-1-8
9-11-4
1-0-0
10-11-4
1-0-0
11-0-12
0-1-8
19-7-0
8-6-4
19-10-8
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [N:0-1-8,Edge], [O:0-1-8,Edge], [S:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.11
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
L
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 92 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: N-O.
REACTIONS.All bearings 19-10-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) R, L, O, N except Q=424(LC 1), M=425(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS B-Q=-278/0, J-M=-272/0
NOTES-
1) Gable requires continuous bottom chord bearing.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB04
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:24 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-UHnEaQSnxsJCJV4NJGNpY9eXNcONQKQ941Nk9Fz4qUr
Scale = 1:30.7
B1 5-1-8
EL1 1-3-0 ER1 1-1-0
T1 13-0-0
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0 ST5 1-3-0 ST6 1-3-0 ST7 1-3-0 ST8 1-3-0 ST9 1-3-0
B2 14-0-0
T2 6-0-0
A B C D E F G H I J K L
X W V U T S R Q P O N M
Y
3x6 FP 3x4
3x6 FP
0-3-8
0-3-8
18-10-0
18-6-8
19-1-8
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [Y:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
M
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 72 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 19-1-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) X, M, W, V, T, S, R, Q, P, O, N
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB05
Truss Type
Floor
Qty
11
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:26 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-Qfu_?5U1TTZwZpDmRhQHeajodQzLu6sRXLsrE7z4qUp
Scale: 3/8"=1'
B1 6-5-0
EL1 1-3-0 ER1 1-1-0
T1 13-0-0
W5 1-6-0 W8 1-5-4
B2 13-0-0
T2 6-3-8
A B C D E F G H I J K
R Q P O N M L
S
3x10 M18AHS FP
1.5x4 1.5x4
1.5x4
3x6 FP
3x4
1.5x4
3x4
1.5x4
3x6
4x6
3x10
1.5x4 3x4
3x6
4x6
3x10
1.5x4
3x4
0-3-8
0-3-8
8-7-0
8-3-8
8-8-8
0-1-8
9-8-8
1-0-0
10-8-8
1-0-0
10-10-0
0-1-8
19-1-8
8-3-8
19-5-0
0-3-8
2-6-0 0-10-0 2-0-0 0-8-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [N:0-1-8,Edge], [O:0-1-8,Edge], [S:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.47
0.50
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.20
-0.28
0.06
(loc)
N-O
N-O
L
l/defl
>999
>832
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 91 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) R=846/0-3-8 (min. 0-1-8), L=841/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2351/0, C-D=-2351/0, D-E=-2931/0, E-F=-2931/0, F-G=-2931/0, G-H=-2369/0, H-I=-2369/0, I-J=-2369/0
BOT CHORD Q-R=0/1390, P-Q=0/2851, O-P=0/2851, N-O=0/2931, M-N=0/2860, L-M=0/1417
WEBS E-O=-305/89, F-N=-335/108, B-R=-1577/0, B-Q=0/1091, D-Q=-567/0, D-O=-147/445, J-L=-1596/0, J-M=0/1080,
G-M=-558/0, G-N=-164/462
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB06
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:28 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-M20lQnVI_5peo7N8Y6Slj?oDsDmQM8Qk?fLyI0z4qUn
Scale = 1:17.7
B1 9-11-6
EL1 1-3-0 ER1 1-3-0
T1 9-11-6
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0
A B C D E F
L K J I H G
0-3-8
0-3-8
9-7-14
9-4-6
9-11-6
0-3-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.17
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 37 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 9-11-6.
(lb) - Max Grav All reactions 250 lb or less at joint(s) L, G, K, J, I, H
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB07
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:30 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-JQ8VrTXYWi4M1QXXgXUDoQuZ51QNq0J1Szq3Nuz4qUl
Scale: 3/4"=1'
B1 8-10-10
EL1 1-3-0
ER1 1-1-0
T1 8-9-2
W1 2-9-9 W2 2-9-9 W4 1-5-5 W7 1-3-11 W10 2-2-3
A B C D E F
K J I H G
L
1.5x4
1.5x4
3x6
1.5x4
3x4 4x6 3x4
3x4 1.5x4
3x6
4x6
3x6
0-3-8
0-3-8
6-1-2
5-9-10
6-8-10
0-7-8
8-7-2
1-10-8
8-10-10
0-3-8
2-6-0 0-8-10 0-4-8 1-9-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [L:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.11
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.04
0.00
(loc)
H
J-K
J
l/defl
****
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 51 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: J-K.
REACTIONS.All bearings 6-2-10 except (jt=length) G=2-3-8, H=2-3-8.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) I
Max Grav All reactions 250 lb or less at joint(s) G, H, K except J=405(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS B-J=-282/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Gable studs spaced at 2-0-0 oc.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB08
Truss Type
Floor
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:32 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-FpGFG9Yo2JK3HkhvnyXitrzu_r4GIulKwHJ9Rnz4qUj
Scale = 1:17.5
B1 10-8-8
EL1 1-1-0
ER1 1-3-0
T1 10-7-0
W1 2-9-9 W2 1-11-4 W6 2-9-9W5 2-0-6
A B C D E F
J I H G
K
1.5x4
3x6
1.5x4
1.5x4
3x4
1.5x4
3x4
1.5x4 3x4
3x4
3x4
0-3-8
0-3-8
4-2-12
3-11-4
4-4-4
0-1-8
5-4-4
1-0-0
6-4-4
1-0-0
6-5-12
0-1-8
10-5-0
3-11-4
10-8-8
0-3-8
2-6-0 1-5-12 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [H:0-1-8,Edge], [I:0-1-8,Edge], [K:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.22
0.21
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.06
-0.08
0.01
(loc)
G-H
G-H
G
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 50 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) J=458/0-3-8 (min. 0-1-8), G=463/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-869/0, C-D=-869/0, D-E=-869/0
BOT CHORD I-J=0/687, H-I=0/869, G-H=0/676
WEBS B-J=-771/0, B-I=0/338, E-G=-767/0, E-H=0/340
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB09
Truss Type
Floor
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:34 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-BCN0hqa3axanW2rIvNZAyG2FCem?mnZdNboGWgz4qUh
Scale = 1:19.7
B1 12-0-8
EL1 1-1-0
ER1 1-3-0
T1 11-11-0
W1 1-9-3 W5 2-9-9W3 1-9-12 W9 2-9-9W8 2-0-6
A B C D E F G
M L K J I H
N
1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
3x6 1.5x4
3x6
3x4
3x4
0-3-8
0-3-8
1-6-12
1-3-4
5-8-4
4-1-8
6-8-4
1-0-0
7-8-4
1-0-0
7-9-12
0-1-8
11-9-0
3-11-4
12-0-8
0-3-8
1-3-0 1-3-12 2-6-0 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [D:0-1-8,Edge], [I:0-1-8,Edge], [N:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.20
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.05
-0.07
0.01
(loc)
H-I
H-I
H
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 59 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) M=-105/1-7-8 (min. 0-1-8), L=707/1-7-8 (min. 0-1-8), H=436/0-3-8 (min. 0-1-8)
Max UpliftM=-278(LC 7)
Max GravM=183(LC 8), L=849(LC 7), H=436(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-346/0, C-D=-346/0, D-E=-769/0, E-F=-769/0
BOT CHORD L-M=-335/142, K-L=-335/142, J-K=0/769, I-J=0/769, H-I=0/626
WEBS B-L=-830/0, B-M=-193/467, D-K=-544/0, B-K=0/620, F-H=-710/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) M=278.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB10
Truss Type
Floor
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:36 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-7aVm5WbJ6YqVmL_h0nbe1h8Y9SOPEhowquHNbYz4qUf
Scale = 1:19.7
B1 12-0-8
EL1 1-1-0
ER1 1-3-0
T1 11-11-0
W1 2-9-9 W2 2-9-9 W8 2-9-9W7 2-0-6W4 1-3-1
A B C D E F G
L K J I H
M
1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x6
3x4
1.5x4 3x4
3x6 3x4
3x4
0-3-8
0-3-8
5-8-4
5-4-12
6-8-4
1-0-0
7-8-4
1-0-0
7-9-12
0-1-8
11-9-0
3-11-4
12-0-8
0-3-8
2-6-0 0-2-4 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [D:0-1-8,Edge], [I:0-1-8,Edge], [M:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.27
0.39
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.09
0.01
(loc)
J
K-L
H
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 58 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) L=517/0-3-8 (min. 0-1-8), H=522/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1140/0, C-D=-1140/0, D-E=-1085/0, E-F=-1085/0
BOT CHORD K-L=0/804, J-K=0/1094, I-J=0/1085, H-I=0/789
WEBS D-J=-322/0, B-L=-903/0, B-K=0/382, C-K=-346/157, F-H=-895/0, F-I=0/447, D-K=-272/529
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB11
Truss Type
Floor
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:38 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-4zdXWCdZe94D?f838Cd676DufF4tibICICmUfRz4qUd
Scale = 1:19.7
B1 12-0-8
EL1 1-1-0
ER1 1-3-0
T1 11-11-0
W1 2-9-9 W2 2-9-9 W8 2-9-9W7 2-0-6W4 1-3-1
A B C D E F G
L K J I H
M
1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x6
3x4
1.5x4 3x4
3x6 3x4
3x4
0-3-8
0-3-8
5-8-4
5-4-12
6-8-4
1-0-0
7-8-4
1-0-0
7-9-12
0-1-8
11-9-0
3-11-4
12-0-8
0-3-8
2-6-0 0-2-4 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [D:0-1-8,Edge], [I:0-1-8,Edge], [M:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.27
0.39
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.09
0.01
(loc)
J
K-L
H
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 58 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) L=517/0-3-8 (min. 0-1-8), H=522/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1140/0, C-D=-1140/0, D-E=-1085/0, E-F=-1085/0
BOT CHORD K-L=0/804, J-K=0/1094, I-J=0/1085, H-I=0/789
WEBS D-J=-322/0, B-L=-903/0, B-K=0/382, C-K=-346/157, F-H=-895/0, F-I=0/447, D-K=-272/529
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB12
Truss Type
Floor
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:40 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-0MlHxuepAnKxEzISFdgaCXIGh3pPAV2VlWFakJz4qUb
Scale = 1:19.7
B1 12-0-8
EL1 1-1-0
ER1 1-3-0
T1 11-11-0
W1 1-9-3 W5 2-9-9W3 1-9-12 W9 2-9-9W8 2-0-6
A B C D E F G
M L K J I H
N
1.5x4
3x6
1.5x4
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
3x6 1.5x4
3x6
3x4
3x4
0-3-8
0-3-8
1-6-12
1-3-4
5-8-4
4-1-8
6-8-4
1-0-0
7-8-4
1-0-0
7-9-12
0-1-8
11-9-0
3-11-4
12-0-8
0-3-8
1-3-0 1-3-12 2-6-0 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [D:0-1-8,Edge], [I:0-1-8,Edge], [N:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.20
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.05
-0.07
0.01
(loc)
H-I
H-I
H
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 59 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) M=-105/1-7-8 (min. 0-1-8), L=707/1-7-8 (min. 0-1-8), H=436/0-3-8 (min. 0-1-8)
Max UpliftM=-278(LC 7)
Max GravM=183(LC 8), L=849(LC 7), H=436(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-346/0, C-D=-346/0, D-E=-769/0, E-F=-769/0
BOT CHORD L-M=-335/142, K-L=-335/142, J-K=0/769, I-J=0/769, H-I=0/626
WEBS B-L=-830/0, B-M=-193/467, D-K=-544/0, B-K=0/620, F-H=-710/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) M=278.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB13
Truss Type
Floor
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:42 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-yks1MZg4hOafUGSqN2i2HyObStUceQDoDqkhoCz4qUZ
Scale = 1:17.5
B1 10-8-8
EL1 1-1-0
ER1 1-3-0
T1 10-7-0
W1 2-9-9 W2 1-11-4 W6 2-9-9W5 2-0-6
A B C D E F
J I H G
K
1.5x4
3x6
1.5x4
1.5x4
3x4
1.5x4
3x4
1.5x4 3x4
3x4
3x4
0-3-8
0-3-8
4-2-12
3-11-4
4-4-4
0-1-8
5-4-4
1-0-0
6-4-4
1-0-0
6-5-12
0-1-8
10-5-0
3-11-4
10-8-8
0-3-8
2-6-0 1-5-12 2-0-0 1-7-4
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [H:0-1-8,Edge], [I:0-1-8,Edge], [K:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.22
0.21
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.06
-0.08
0.01
(loc)
G-H
G-H
G
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 50 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) J=458/0-3-8 (min. 0-1-8), G=463/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-869/0, C-D=-869/0, D-E=-869/0
BOT CHORD I-J=0/687, H-I=0/869, G-H=0/676
WEBS B-J=-771/0, B-I=0/338, E-G=-767/0, E-H=0/340
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB14
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:44 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-u7_onFiKD?qMjabDUTkWMNTzkgD46NO5g8Dot4z4qUX
Scale = 1:16.3
B1 10-5-0
EL1 1-1-0
ER1 1-3-0
T1 10-3-8
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0
A B C D E F G
N M L K J I H
O
3x4
0-3-8
0-3-8
10-1-8
9-10-0
10-5-0
0-3-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [O:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.11
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
H
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 41 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 10-5-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) H
Max Grav All reactions 250 lb or less at joint(s) N, H, M, L, K, J, I
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.
7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB15
Truss Type
Floor
Qty
4
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:46 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-rV6YCxjald54yulccun_RoYIsUu2ZG?O8Sivxzz4qUV
Scale = 1:11.8
B1 6-5-8
EL1 1-3-0 ER1 1-3-0
T1 6-5-8
W1 2-4-1 W4 2-4-1
A B C D
H G F E
1.5x4 1.5x4
1.5x4
3x4
1.5x4
3x4
3x4 3x4
0-3-8
0-3-8
2-2-12
1-11-4
3-2-12
1-0-0
4-2-12
1-0-0
6-2-0
1-11-4
6-5-8
0-3-8
1-11-12 2-0-0
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.12
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.02
0.00
(loc)
G
G-H
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 31 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) H=279/0-3-8 (min. 0-1-8), E=279/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-311/0
BOT CHORD G-H=0/311, F-G=0/311, E-F=0/311
WEBS B-H=-372/0, C-E=-372/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB16
Truss Type
Floor
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:48 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-nuDJddlrHELoCBv_jJpSXDeedHZd1AYhbmB?0sz4qUT
Scale = 1:27.1
B1 5-4-14
EL1 1-3-0 ER1 1-3-0
T1 10-0-0
W1 2-4-1 W4 2-2-7 W11 2-9-9W10 2-9-9W8 2-9-9W7 2-6-12
B2 11-0-0
T2 6-4-14
A B C D E F G H I
P O N M L K J
3x6 FP
1.5x4
3x4
1.5x4 3x6 FP
1.5x4
3x4
1.5x4
3x4
4x6
3x4
3x4
3x4
3x6
1.5x4 3x4
0-3-8
0-3-8
2-2-12
1-11-4
3-2-12
1-0-0
4-2-12
1-0-0
6-2-0
1-11-4
6-3-8
0-1-8
6-5-0
0-1-8
16-1-6
9-8-6
16-4-14
0-3-8
1-11-12 2-0-0 1-9-12 2-2-14 2-6-0
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.18
0.11
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.04
0.01
(loc)
O
J-K
J
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 77 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 10-2-14 except (jt=length) P=0-3-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) J except L=487(LC 8), P=278(LC 7), K=538(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-303/0
BOT CHORD O-P=0/303, N-O=0/303, M-N=0/303, L-M=0/303
WEBS B-P=-362/0, C-L=-335/0, H-K=-291/0, E-K=-330/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) 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.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB17
Truss Type
Floor
Qty
5
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:50 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-jHL32Jm5prbWRV3Nrkrwcej_H5EcV3pz24g64kz4qUR
Scale = 1:12.6
B1 6-10-10
EL1 1-3-0
ER1 1-1-0
ER2 1-3-0
T1 6-9-2
W1 2-6-5 W4 2-5-0
A B C D
H G F E
I
1.5x4
1.5x4
3x6
1.5x4
1.5x4
3x4
1.5x4
3x4
3x4
0-3-8
0-3-8
2-5-5
2-1-13
3-5-5
1-0-0
4-5-5
1-0-0
6-7-2
2-1-13
6-10-10
0-3-8
2-2-5 2-0-0 2-0-13 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [B:0-1-8,Edge], [C:0-1-8,Edge], [I:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.17
0.14
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
G-H
G-H
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 33 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) E=290/0-3-8 (min. 0-1-8), H=295/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-351/0
BOT CHORD G-H=0/351, F-G=0/351, E-F=0/351
WEBS B-H=-409/0, C-E=-408/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB18
Truss Type
Floor Girder
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:52 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-gfTpS_oLLTrEgpDly8uOh3o9ivuozqDGWO9D9dz4qUP
Scale = 1:14.0
B1 7-9-1
EL1 1-3-0 ER1 1-3-0
T1 7-9-1
W4 2-9-9W3 2-9-9W1 2-8-4
A B C D
G F E
H I J
2x4
4x5
1.5x4
3x6
3x4
1.5x4
4x8
0-3-8
0-3-8
7-5-9
7-2-1
7-9-1
0-3-8
2-4-9 2-6-0
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.81
0.29
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.07
0.01
(loc)
E-F
E-F
E
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 37 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) G=837/0-4-13 (min. 0-1-8), E=1017/0-3-6 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-G=-832/0, D-E=-387/0, A-H=-1187/0, B-H=-1187/0, B-I=-1187/0, C-I=-1187/0
BOT CHORD E-F=0/1140
WEBS C-E=-1294/0, B-F=-639/0, A-F=0/1354
NOTES-
1) 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.
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down at 1-2-8, 231 lb down at
2-9-11, 231 lb down at 4-4-14, and 231 lb down at 6-0-2, and 259 lb down at 7-8-5 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: E-G=-8, A-D=-80
Concentrated Loads (lb)
Vert: D=-259(B) B=-231(B) H=-231(B) I=-231(B) J=-231(B)
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB19
Truss Type
Floor
Qty
9
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:54 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-c2batgpbt45yw6M84ZwsmUta9iRxRjkZzieKDVz4qUN
Scale = 1:38.9
B1 8-7-0
EL1 1-3-0 ER1 1-1-0
T1 14-0-0
W1 2-9-9 W2 2-9-9 W4 2-9-9 W5 2-9-9 W7 1-3-5 W16 2-9-9W15 2-9-9W13 2-9-9W12 2-9-9
B2 15-0-0
T2 9-5-8
W10 1-3-1
A B C D E F GH I J K L M
V U T S R Q P O N
W
3x10 M18AHS FP
1.5x4 1.5x4
1.5x4
3x6 FP
1.5x4
3x4
4x8
4x5
3x6
4x8
4x12
1.5x4 3x4
3x6
1.5x4
4x6
4x8
4x12
1.5x4 3x4
0-3-8
0-3-8
10-9-8
10-6-0
11-9-8
1-0-0
12-9-8
1-0-0
23-3-8
10-6-0
23-7-0
0-3-8
2-6-0 0-3-8 2-0-0 0-2-0 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [F:0-1-8,Edge], [G:0-1-8,Edge], [N:Edge,0-1-8], [W:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.49
0.82
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.42
-0.58
0.10
(loc)
Q-R
Q-R
N
l/defl
>669
>486
n/a
L/d
360
240
n/a
PLATES
MT20
M18AHS
Weight: 112 lb FT = 0%F, 10%E
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) V=1029/0-3-8 (min. 0-1-8), N=1024/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-3032/0, C-D=-3032/0, D-E=-4333/0, E-F=-4333/0, F-G=-4350/0, G-H=-4340/0, H-I=-4340/0, I-J=-4340/0,
J-K=-3058/0, K-L=-3058/0
BOT CHORD U-V=0/1733, T-U=0/3881, S-T=0/3881, R-S=0/4351, Q-R=0/4350, P-Q=0/4351, O-P=0/3897, N-O=0/1768
WEBS F-R=-312/275, G-Q=-400/344, B-V=-1966/0, B-U=0/1475, D-U=-964/0, D-S=0/623, E-S=-355/274, F-S=-756/541,
L-N=-1992/0, L-O=0/1464, J-O=-951/0, J-P=0/637, H-P=-431/390, G-P=-936/707
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB20
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-YRiKIMrsOhLg9QWXB_yKrvz?JWJyvoLsR07RIOz4qUL
Scale = 1:16.8
B1 9-4-8
EL1 1-3-0 ER1 1-3-0
T1 9-4-8
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0
A B C D E F
L K J I H G
0-3-8
0-3-8
9-1-0
8-9-8
9-4-8
0-3-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.13
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 36 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 9-4-8.
(lb) - Max Grav All reactions 250 lb or less at joint(s) L, G, K, J, I, H
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) 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.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB21
Truss Type
Floor
Qty
12
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:24:58 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-Upq4j2s6wJbNOkgvJP_oxK2KKJw9Nef9uJcXMHz4qUJ
Scale = 1:23.1
B1 14-6-0
EL1 1-1-0 ER1 1-1-0
T1 14-3-0
W1 2-9-9 W2 2-9-9 W4 1-5-8 W10 2-9-9W9 2-9-9W7 1-5-8
A B C D E F G H
N M L K J I
O P
3x6 3x6
3x4
3x4
3x4
3x6
3x4
3x6
0-3-8
0-3-8
6-3-0
5-11-8
7-3-0
1-0-0
8-3-0
1-0-0
14-2-8
5-11-8
14-6-0
0-3-8
2-6-0 0-9-0 2-0-0 0-9-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [D:0-1-8,Edge], [E:0-1-8,Edge], [O:0-1-8,0-0-12], [P:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.23
0.35
0.31
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.07
-0.10
0.02
(loc)
K
I-J
I
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 71 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) N=622/0-3-8 (min. 0-1-8), I=622/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1533/0, C-D=-1533/0, D-E=-1600/0, E-F=-1533/0, F-G=-1533/0
BOT CHORD M-N=0/1005, L-M=0/1600, K-L=0/1600, J-K=0/1600, I-J=0/1005
WEBS B-N=-1130/0, B-M=0/600, D-M=-349/102, G-I=-1130/0, G-J=0/600, E-J=-349/102
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) 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.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
FB22
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:25:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-RCyr8juMSwr5e1qIQq1G0l7iY7hfrcLSMd5eR9z4qUH
Scale = 1:23.3
B1 14-6-0
EL1 1-1-0 ER1 1-1-0
T1 14-3-0
ST1 1-3-0 ST2 1-3-0 ST3 1-3-0 ST4 1-3-0 ST5 1-3-0 ST6 1-3-0
A B C D E F G H I
R Q P O N M L K J
S T
3x4 3x4
0-3-8
0-3-8
14-2-8
13-11-0
14-6-0
0-3-8
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [A:Edge,0-0-12], [S:0-1-8,0-0-12], [T:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.12
0.03
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
J
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 57 lb FT = 0%F, 10%E
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat)
WEBS 2x4 DF Stud/Std(flat)
OTHERS 2x4 DF Stud/Std(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 14-6-0.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) J
Max Grav All reactions 250 lb or less at joint(s) R, J, Q, P, O, N, M, L, K
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J.
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.
7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
PG01
Truss Type
Piggyback
Qty
18
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:25:03 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-rndzmlwFlrEgVVYt5yazeNlDaKiW2zMu2bKI2Uz4qUE
Scale = 1:20.0
T1 3-11-9 T2 3-11-9
B1 4-1-11
ST1 2-1-12
A
B
C
D
E
F
4x5
2x4 2x4 1.5x4
0-5-8
0-5-8
4-8-7
4-2-15
5-1-15
0-5-8
2-6-15
2-6-15
5-1-15
2-6-15
0-
5
-
1
0
3-
0
-
2
0-
1
-
8
0-
5
-
1
0
0-
1
-
8
14.00 12
Plate Offsets (X,Y)-- [B:0-2-10,0-1-0], [D:0-2-10,0-1-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
E
E
D
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 19 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 5-1-15 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=165/4-1-11 (min. 0-1-8), D=165/4-1-11 (min. 0-1-8), F=130/4-1-11 (min. 0-1-8)
Max HorzB=-76(LC 6)
Max UpliftB=-46(LC 9), D=-43(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
8) 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.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
DAVE ROBINSON - CL 19-0~9
Truss
V01
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
8.530 s May 26 2022 MiTek Industries, Inc. Mon Jun 19 16:25:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:YNkihdFyLsr_KxIKY9X6V4z6Ywz-n9lkBRyVHSUOkpiFDNcRjoraO8OxWsABVvpP6Nz4qUC
Scale = 1:34.9
T1 7-11-1 T2 7-11-1
B1 11-9-4
ST1 5-2-7
ST2 3-4-3
ST3 1-4-3
ST4 3-4-3
ST5 1-4-3
A
B
C
D
E
F
G
L K J I H
3x4
4x5
3x4
0-5-8
0-5-8
11-4-4
10-10-12
11-9-12
0-5-8
5-10-14
5-10-14
11-9-12
5-10-14
0-
0
-
4
5-
1
0
-
1
4
0-
0
-
4
12.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
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
0.05
0.03
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 57 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
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 11-9-12.
(lb) - Max HorzA=-145(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, G except K=-136(LC 8), L=-128(LC 8), I=-135(LC 9), H=-128(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, L, I, H
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, G except (jt=lb)
K=136, L=128, I=135, H=128.
8) 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