HomeMy WebLinkAboutTRUSS SPECS - 21-00095 - 683 W Main St - New Twinhome Bldg BJob
20-102348T
Truss
A1
Truss Type
Common
Qty
10
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-GCR0LaWv8oxZctPcFQZy4rOVovktFcyA11OAm5yB_Za
Scale: 3/16"=1'
T2 T2
B1
W1
W2
W3
W4
W2W3
W4T1 T3
B1A
B
C
D
E
F
G
H
K J I
L
M
N O
P
Q
5x6
5x6
5x8
3x4
3x4
5x6
3x4
3x4
5x6
5x6
8-5-8
8-5-8
16-11-0
8-5-8
25-4-8
8-5-8
33-10-0
8-5-8
-1-6-0
1-6-0
5-7-11
5-7-11
11-3-5
5-7-11
16-11-0
5-7-11
22-6-11
5-7-11
28-2-5
5-7-11
33-10-0
5-7-11
0-
4
-
1
5
6-
0
-
1
0
6-
5
-
6
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-3-0,0-3-4], [J: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.59
0.72
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.54
0.17
0.18
(loc)
J-K
J-K
H
J-K
l/defl
>999
>749
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 143 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 Structural wood sheathing directly applied or 2-7-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing.
WEBS 1 Row at midpt F-J
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1797/0-5-8 (min. 0-1-15), H=1640/Mechanical
Max Horz B=115(LC 16)
Max UpliftB=-425(LC 8), H=-342(LC 9)
Max Grav B=1797(LC 1), H=1648(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-4064/809, C-L=-3989/823, C-M=-3679/715, D-M=-3543/723, D-N=-2633/584,
E-N=-2552/593, E-O=-2552/593, F-O=-2632/584, F-P=-3675/759, G-P=-3789/752,
G-Q=-4127/876, H-Q=-4223/868
BOT CHORD B-K=-797/3743, J-K=-610/3173, I-J=-575/3235, H-I=-778/3911
WEBS E-J=-198/1180, F-J=-1244/322, F-I=-72/495, G-I=-471/224, D-J=-1167/311,
D-K=-54/423, C-K=-390/203
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-9 to 1-10-1, Interior(1) 1-10-1 to 13-6-6, Exterior(2)
13-6-6 to 20-3-10, Interior(1) 20-3-10 to 30-4-10, Exterior(2) 30-4-10 to 33-9-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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) B=425, H=342.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A1D
Truss Type
COMMON
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-CbZmmGY9fPBHrBZ?NrbQ9GUrGjQ3jWFTVLtHr_yB_ZY
Scale: 3/16"=1'
T2 T2
B1
W1
W2
W3
W4
W2W3
W4T1 T3
B1A
B
C
D
E
F
G
H
K J I
L
M
N O
P
Q
5x6
4x8
5x8
3x4
3x4
5x6
3x4
3x4
5x6
4x8
8-5-8
8-5-8
16-11-0
8-5-8
25-4-8
8-5-8
33-10-0
8-5-8
-1-6-0
1-6-0
5-7-11
5-7-11
11-3-5
5-7-11
16-11-0
5-7-11
22-6-11
5-7-11
28-2-5
5-7-11
33-10-0
5-7-11
0-
4
-
4
5-
1
1
-
1
5
6-
5
-
6
0-
4
-
4
4.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-4], [G:0-3-0,0-3-4], [J: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.59
0.74
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.38
-0.56
0.17
0.19
(loc)
J-K
J-K
H
J-K
l/defl
>999
>720
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 143 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 Structural wood sheathing directly applied or 2-6-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing.
WEBS 1 Row at midpt F-J
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1797/0-5-8 (min. 0-1-15), H=1640/Mechanical
Max Horz B=116(LC 16)
Max UpliftB=-425(LC 8), H=-342(LC 9)
Max Grav B=1797(LC 1), H=1648(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-4164/830, C-L=-4091/843, C-M=-3749/727, D-M=-3613/735, D-N=-2659/588,
E-N=-2577/597, E-O=-2577/597, F-O=-2658/588, F-P=-3747/772, G-P=-3861/764,
G-Q=-4235/899, H-Q=-4328/891
BOT CHORD B-K=-819/3852, J-K=-620/3220, I-J=-586/3283, H-I=-803/4025
WEBS E-J=-200/1196, F-J=-1270/326, F-I=-77/525, G-I=-521/235, D-J=-1191/315,
D-K=-57/452, C-K=-437/213
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-9 to 1-10-1, Interior(1) 1-10-1 to 13-6-6, Exterior(2)
13-6-6 to 20-3-10, Interior(1) 20-3-10 to 30-4-10, Exterior(2) 30-4-10 to 33-9-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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) B=425, H=342.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A1DGE
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-gn68zcYnQjJ8TL8BwZ6fiU06M7vcS94dj?cqNQyB_ZX
Scale: 3/16"=1'
T2 T2
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6 ST5 ST4 ST3 ST2 ST1
T3
W1 W1
B1A
B
C
D
E
F
G
H
I J K
L
M
N
O
P
Q
R
AG AF AE AD AC AB AA Z Y X W V U T S
AH
AI
AJ
AK
AL
4x5
3x4
5x6 3x4
3x4
5x6
3x4
3x4
5x6
3x4
33-10-0
33-10-0
-1-6-0
1-6-0
16-11-0
16-11-0
33-10-0
16-11-0
0-
4
-
4
5-
1
1
-
1
5
6-
5
-
6
0-
4
-
4
4.00 12
Plate Offsets (X,Y)-- [B:0-0-11,Edge], [E:0-3-0,0-3-0], [O:0-3-0,0-3-0], [R:0-0-11,Edge], [Z: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
A
A
R
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 167 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: AA-AB,Z-AA,Y-Z,X-Y.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 33-10-0.
(lb) - Max Horz B=116(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) AA, AD, AE, AF, AG, Y, V, U, T, S, R except B=-100(LC 8),
AB=-109(LC 12), X=-115(LC 13)
Max Grav All reactions 250 lb or less at joint(s) Z, AC, AD, AE, AF, AG, W, V, U, T, R except B=355(LC
18), AA=296(LC 19), AB=340(LC 19), Y=301(LC 20), X=346(LC 20), S=296(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS I-AA=-268/145, K-Y=-273/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-10-1, Exterior(2) 1-10-1 to 13-6-6, Corner(3)
13-6-6 to 20-3-10, Exterior(2) 20-3-10 to 30-5-6, Corner(3) 30-5-6 to 33-10-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) AA,
AD, AE, AF, AG, Y, V, U, T, S, R except (jt=lb) B=100, AB=109, X=115.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A1GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-cAEvOIa2yKZrieHa2_87nv6Sswa4w3YvBJ5xSJyB_ZV
Scale: 3/16"=1'
T2 T2
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6 ST5 ST4 ST3 ST2 ST1
W1 W1
T1 T3
B1A
B
C
D
E
F
G
H
I J K
L
M
N
O
P
Q
R
AG AF AE AD AC AB AA Z Y X W V U T S
AH
AI
AJ
AK
AL
4x5
3x4
5x6 3x4
3x4
5x6
3x4
3x4
5x6
3x4
33-10-0
33-10-0
-1-6-0
1-6-0
16-11-0
16-11-0
33-10-0
16-11-0
0-
4
-
1
5
6-
0
-
1
0
6-
5
-
6
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-0-10,0-0-8], [E:0-3-0,0-3-0], [O:0-3-0,0-3-0], [R:0-0-10,0-0-8], [Z: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
A
A
R
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 168 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: AA-AB,Z-AA,Y-Z,X-Y.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 33-10-0.
(lb) - Max Horz B=115(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, AA, AD, AE, AF, AG, Y, V, U, T, S, R except AB=-109(LC
12), X=-115(LC 13)
Max Grav All reactions 250 lb or less at joint(s) Z, AC, AD, AE, AF, AG, W, V, U, T, R except B=355(LC
18), AA=296(LC 19), AB=341(LC 19), Y=301(LC 20), X=347(LC 20), S=296(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS I-AA=-268/145, K-Y=-273/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-10-1, Exterior(2) 1-10-1 to 13-6-6, Corner(3)
13-6-6 to 20-3-10, Exterior(2) 20-3-10 to 30-5-6, Corner(3) 30-5-6 to 33-10-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) B, AA,
AD, AE, AF, AG, Y, V, U, T, S, R except (jt=lb) AB=109, X=115.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A2
Truss Type
Common
Qty
10
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-5MoHbebgjehiKosmchgMK6eYxKpafRs3PzrU_lyB_ZU
Scale = 1:65.1
T2 T2
B1
W1
W2
W3
W4
W2
W3
W4T1 T1
B1A
B
C
D
E
F
G
H
I
L K J
M
N
O P
Q
R
5x6
5x6
5x8
3x4
3x4
5x6
3x4
3x4
5x6
5x6
8-5-8
8-5-8
16-11-0
8-5-8
25-4-8
8-5-8
33-10-0
8-5-8
-1-6-0
1-6-0
5-7-11
5-7-11
11-3-5
5-7-11
16-11-0
5-7-11
22-6-11
5-7-11
28-2-5
5-7-11
33-10-0
5-7-11
35-4-0
1-6-0
0-
4
-
1
5
6-
0
-
1
0
6-
5
-
6
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [K: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.55
0.64
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.35
-0.52
0.16
0.18
(loc)
K
J-K
H
K-L
l/defl
>999
>772
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 145 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 Structural wood sheathing directly applied or 2-11-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing.
WEBS 1 Row at midpt F-K, D-K
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1784/0-5-8 (min. 0-1-15), H=1784/0-5-8 (min. 0-1-15)
Max Horz B=108(LC 16)
Max UpliftB=-423(LC 8), H=-423(LC 9)
Max Grav B=1793(LC 19), H=1793(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-4052/804, C-M=-3977/818, C-N=-3668/710, D-N=-3554/718, D-O=-2596/565,
E-O=-2515/574, E-P=-2515/574, F-P=-2597/565, F-Q=-3555/718, G-Q=-3668/710,
G-R=-3977/818, H-R=-4052/804
BOT CHORD B-L=-783/3732, K-L=-596/3164, J-K=-516/3164, H-J=-696/3732
WEBS E-K=-191/1158, F-K=-1201/311, F-J=-54/423, G-J=-391/204, D-K=-1201/311,
D-L=-54/423, C-L=-391/203
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-9 to 1-10-1, Interior(1) 1-10-1 to 13-6-6, Exterior(2)
13-6-6 to 20-3-10, Interior(1) 20-3-10 to 31-11-15, Exterior(2) 31-11-15 to 35-4-9 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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=423, H=423.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A2D
Truss Type
COMMON
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-ZYMfp_bIUxpZxyRy9OBbsKBjdk8ZOt_Ceda2WByB_ZT
Scale = 1:65.1
T2 T2
B1
W1
W2
W3
W4
W2
W3
W4T1 T1
B1A
B
C
D
E
F
G
H
I
L K J
M
N
O P
Q
R
5x6
5x6
5x8
3x4
3x4
5x6
3x4
3x4
5x6
5x6
8-5-8
8-5-8
16-11-0
8-5-8
25-4-8
8-5-8
33-10-0
8-5-8
-1-6-0
1-6-0
5-7-11
5-7-11
11-3-5
5-7-11
16-11-0
5-7-11
22-6-11
5-7-11
28-2-5
5-7-11
33-10-0
5-7-11
35-4-0
1-6-0
0-
4
-
4
5-
1
1
-
1
5
6-
5
-
6
0-
4
-
4
4.00 12
Plate Offsets (X,Y)-- [B:0-2-4,Edge], [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [H:0-2-4,Edge], [K: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.55
0.65
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.36
-0.54
0.17
0.18
(loc)
K
J-K
H
K-L
l/defl
>999
>742
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 145 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 Structural wood sheathing directly applied or 2-10-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing.
WEBS 1 Row at midpt F-K, D-K
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=1784/0-5-8 (min. 0-1-15), H=1784/0-5-8 (min. 0-1-15)
Max Horz B=108(LC 16)
Max UpliftB=-423(LC 8), H=-423(LC 9)
Max Grav B=1793(LC 19), H=1793(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-4152/824, C-M=-4079/838, C-N=-3738/721, D-N=-3624/729, D-O=-2622/568,
E-O=-2541/577, E-P=-2541/577, F-P=-2622/568, F-Q=-3624/729, G-Q=-3738/721,
G-R=-4079/838, H-R=-4152/824
BOT CHORD B-L=-803/3840, K-L=-604/3212, J-K=-522/3212, H-J=-715/3840
WEBS E-K=-193/1174, F-K=-1226/316, F-J=-58/452, G-J=-438/213, D-K=-1226/315,
D-L=-58/452, C-L=-438/213
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-9 to 1-10-1, Interior(1) 1-10-1 to 13-6-6, Exterior(2)
13-6-6 to 20-3-10, Interior(1) 20-3-10 to 31-11-15, Exterior(2) 31-11-15 to 35-4-9 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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=423, H=423.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A2DGE
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-VxUPEfdY0Z3HBGbLHpD3ylG8rXy0rtZV6x38b4yB_ZR
Scale = 1:65.1
T2 T2
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6 ST5 ST4 ST3 ST2 ST1
W1 W1
T1 T1
B3B2A
B
C D
E
F
G
H
I
J K L
M
N
O
P
Q
R S
T
U
AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V
AL
AM
AN
AO
3x4
4x5
3x4
3x4
3x4 3x4
3x4
5x6 3x4
3x4
3x4
33-10-0
33-10-0
-1-6-0
1-6-0
16-11-0
16-11-0
33-10-0
16-11-0
35-4-0
1-6-0
0-
4
-
4
5-
1
1
-
1
5
6-
5
-
6
0-
4
-
4
4.00 12
Plate Offsets (X,Y)-- [B:0-0-11,Edge], [T:0-0-11,Edge], [AB: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.00
0.00
(loc)
U
U
T
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 169 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: AE-AF,AC-AE,AB-AC,AA-AB.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 33-10-0.
(lb) - Max Horz B=108(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) AE, AH, AI, AJ, AK, AB, Y, X, W, V except B=-101(LC 8),
AF=-110(LC 12), AA=-118(LC 13), T=-115(LC 9)
Max Grav All reactions 250 lb or less at joint(s) AC, AG, AH, AI, AJ, AK, Z, Y, X, W, V except
B=355(LC 18), AE=301(LC 19), AF=347(LC 19), AB=303(LC 20), AA=348(LC 20), T=355(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS J-AE=-273/144, L-AB=-275/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-10-1, Exterior(2) 1-10-1 to 13-6-6, Corner(3)
13-6-6 to 20-3-10, Exterior(2) 20-3-10 to 31-11-15, Corner(3) 31-11-15 to 35-4-9 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate
grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) AE,
AH, AI, AJ, AK, AB, Y, X, W, V except (jt=lb) B=101, AF=110, AA=118, T=115.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
A2GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-z72oR?eAnsB8pQAXrXkJUypJcxIFaKnfKbpi7WyB_ZQ
Scale = 1:65.1
T2 T2
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST7 ST6 ST5 ST4 ST3 ST2 ST1
W1 W1
T1 T1
B1A
B
C
D
E
F
G
H
I J K
L
M
N
O
P
Q
R
S
AH AG AF AE AD AC AB AA Z Y X W V U T
AI
AJ
AK
AL
4x5
3x4
5x6 3x4
3x4
5x6
3x4
3x4
5x6
3x4
33-10-0
33-10-0
-1-6-0
1-6-0
16-11-0
16-11-0
33-10-0
16-11-0
35-4-0
1-6-0
0-
4
-
1
5
6-
0
-
1
0
6-
5
-
6
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-0-10,0-0-8], [E:0-3-0,0-3-0], [O:0-3-0,0-3-0], [R:0-0-10,0-0-8], [AA: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.00
0.00
(loc)
S
S
R
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 170 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: AB-AC,AA-AB,Z-AA,Y-Z.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 33-10-0.
(lb) - Max Horz B=108(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) B, AB, AE, AF, AG, AH, Z, W, V, U, T except AC=-110(LC
12), Y=-116(LC 13), R=-114(LC 9)
Max Grav All reactions 250 lb or less at joint(s) AA, AD, AE, AF, AG, AH, X, W, V, U, T except
B=355(LC 18), AB=301(LC 19), AC=347(LC 19), Z=301(LC 20), Y=347(LC 20), R=355(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS I-AB=-273/144, K-Z=-273/144
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-10-1, Exterior(2) 1-10-1 to 13-6-6, Corner(3)
13-6-6 to 20-3-10, Exterior(2) 20-3-10 to 31-11-15, Corner(3) 31-11-15 to 35-4-9 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate
grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) B, AB,
AE, AF, AG, AH, Z, W, V, U, T except (jt=lb) AC=110, Y=116, R=114.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
G1
Truss Type
Common
Qty
6
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-vW9YshfRJURs2jKwyymnZNub7lwA2CXxovIoCPyB_ZO
Scale = 1:42.5
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
I H
J
K
L M
N
O
5x6
3x6 5x6
1.5x4
3x4
1.5x4
3x6
7-0-0
7-0-0
14-0-0
7-0-0
21-0-0
7-0-0
-1-6-0
1-6-0
5-3-0
5-3-0
10-6-0
5-3-0
15-9-0
5-3-0
21-0-0
5-3-0
22-6-0
1-6-0
0-
3
-
1
5
3-
9
-
1
5
4-
3
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [H: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.50
0.37
0.31
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.22
0.06
0.07
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 82 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 Structural wood sheathing directly applied or 3-11-8 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=1156/0-5-8 (min. 0-1-8), F=1156/0-5-8 (min. 0-1-8)
Max Horz B=71(LC 12)
Max UpliftB=-294(LC 8), F=-294(LC 9)
Max Grav B=1158(LC 19), F=1158(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-2407/458, J-K=-2303/469, C-K=-2282/470, C-L=-2020/400, D-L=-1945/408, D-M=-1945/408,
E-M=-2020/400, E-N=-2282/471, N-O=-2303/469, F-O=-2407/458
BOT CHORD B-I=-436/2212, H-I=-216/1448, F-H=-375/2212
WEBS D-H=-116/696, E-H=-589/210, D-I=-116/696, C-I=-589/210
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 7-6-0, Exterior(2)
7-6-0 to 13-6-0, Interior(1) 13-6-0 to 19-6-9, Exterior(2) 19-6-9 to 22-6-9 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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=294, F=294.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
G1GE
Truss Type
Common Supported Gable
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-Nijw31g34najgtu6WfI06bRqp9KFniU51Z1MkryB_ZN
Scale = 1:42.5
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B2A
B
C
D
E
F
G
H
I
J
K
S R Q P O N M L
T
U V
W
4x5
3x4
3x4
3x4
21-0-0
21-0-0
-1-6-0
1-6-0
10-6-0
10-6-0
21-0-0
10-6-0
22-6-0
1-6-0
0-
3
-
1
5
3-
9
-
1
5
4-
3
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-1-10,Edge], [J:0-1-10,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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.12
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.01
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 83 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 21-0-0.
(lb) - Max Horz B=71(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) Q, R, O, N except B=-121(LC 8), S=-115(LC 12),
L=-114(LC 13), J=-130(LC 9)
Max Grav All reactions 250 lb or less at joint(s) P, R, N except B=345(LC 18), Q=300(LC 19), S=432(LC
19), O=300(LC 20), L=432(LC 20), J=345(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS E-Q=-265/149, C-S=-357/153, G-O=-265/149, I-L=-357/153
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-5-7, Exterior(2) 1-5-7 to 7-6-0, Corner(3)
7-6-0 to 13-6-0, Exterior(2) 13-6-0 to 19-6-9, Corner(3) 19-6-9 to 22-6-9 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) Q, R,
O, N except (jt=lb) B=121, S=115, L=114, J=130.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
G2
Truss Type
Common
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-suHIHNhhr5iaH1TI4NpFeozxxYbjW5kEFDnvGHyB_ZM
Scale = 1:39.8
T1
T2
B1
W1
W2
W1
W2
B2
A
B
C
D
E
F
H G
I
J
K L
M
3x6
5x6
5x6
1.5x4
3x4
1.5x4
3x6
7-0-0
7-0-0
14-0-0
7-0-0
21-0-0
7-0-0
5-3-0
5-3-0
10-6-0
5-3-0
15-9-0
5-3-0
21-0-0
5-3-0
22-6-0
1-6-0
0-
3
-
1
5
3-
9
-
1
5
4-
3
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [G: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.43
0.33
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.21
0.06
0.07
(loc)
G-H
G-H
E
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 80 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 Structural wood sheathing directly applied or 4-0-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=1000/0-5-8 (min. 0-1-8), E=1162/0-5-8 (min. 0-1-8)
Max Horz A=-79(LC 13)
Max UpliftA=-208(LC 8), E=-295(LC 9)
Max Grav A=1003(LC 19), E=1162(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-I=-2456/533, I-J=-2350/536, B-J=-2344/541, B-K=-2072/462, C-K=-1996/470, C-L=-1963/430,
D-L=-2038/422, D-M=-2321/486, E-M=-2386/474
BOT CHORD A-H=-474/2277, G-H=-240/1468, E-G=-382/2188
WEBS C-G=-116/664, D-G=-557/210, C-H=-130/737, B-H=-612/218
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-6-0, Exterior(2)
7-6-0 to 13-6-0, Interior(1) 13-6-0 to 19-6-9, Exterior(2) 19-6-9 to 22-6-9 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 20.0 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) A=208, E=295.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
G3
Truss Type
Roof Special
Qty
2
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-K5rhUjiJbPqRvB2Vd4KUB0W8?yyOFbtOUtWTokyB_ZL
Scale = 1:18.1
W1
T1
B1
W2
A
B
C
D
E
G
F
H
I
J
K
3x6
1.5x4
2x4
1.5x4
7-5-8
7-5-8
3-3-2
3-3-2
7-5-8
4-2-6
8-11-8
1-6-0
2-
9
-
1
2
3-
3
-
8
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [D:0-0-6,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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.34
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.21
-0.00
0.00
(loc)
D-F
D-F
F
F
l/defl
>681
>401
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
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.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)F=349/Mechanical, D=509/0-5-8 (min. 0-1-8)
Max Horz D=-121(LC 8)
Max UpliftF=-86(LC 9), D=-167(LC 9)
Max Grav F=435(LC 20), D=547(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-I=-473/183, I-J=-509/180, J-K=-519/175, D-K=-578/173
BOT CHORD D-F=-156/488
WEBS C-F=-530/221
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-2-15, Interior(1) 4-2-15 to 6-0-1, Exterior(2)
6-0-1 to 9-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; 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 20.0 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) D=167.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
M1GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-GTzRvPjZ70488UCtlVMyGRbO0mYCjSkhxB?ZtcyB_ZJ
Scale: 1/2"=1'
T1 T1
B1
W1
W2
W1
W2
A
B
C
D
E
G FHIJK L M
5x8
4x8
6x8
5x8 4x8 12x12
1.5x4
12x12
1.5x4
4-6-0
4-6-0
9-0-0
4-6-0
13-6-0
4-6-0
3-4-8
3-4-8
6-9-0
3-4-8
10-1-8
3-4-8
13-6-0
3-4-8
0-
4
-
1
5
2-
7
-
1
5
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [A:0-0-8,0-1-2], [E:0-0-8,0-1-2], [F:0-6-0,0-6-4], [G:0-6-0,0-6-4]
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
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.69
0.76
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.31
0.04
0.12
(loc)
F-G
F-G
E
F-G
l/defl
>708
>510
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 138 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 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*
W2: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=5307/0-5-8 (min. 0-2-13), E=5778/0-5-8 (min. 0-3-1)
Max Horz A=-39(LC 28)
Max UpliftA=-1133(LC 6), E=-1234(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-12307/2630, B-C=-12234/2601, C-D=-12333/2623, D-E=-12406/2653
BOT CHORD A-H=-2487/11572, H-I=-2487/11572, G-I=-2487/11572, G-J=-1651/7930, J-K=-1651/7930, F-K=-1651/7930,
F-L=-2481/11677, L-M=-2481/11677, E-M=-2481/11677
WEBS C-F=-1121/5300, C-G=-1092/5168
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S)
section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) A=1133, E=1234.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1634 lb down and
356 lb up at 2-0-12, 1634 lb down and 356 lb up at 4-0-12, 1634 lb down and 356 lb up at 6-0-12, 1634 lb down and
356 lb up at 8-0-12, and 1634 lb down and 356 lb up at 10-0-12, and 1634 lb down and 356 lb up at 12-0-12 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-E=-84, A-E=-14
Continued on page 2
Job
20-102348T
Truss
M1GD
Truss Type
Common Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:50 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-GTzRvPjZ70488UCtlVMyGRbO0mYCjSkhxB?ZtcyB_ZJ
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: H=-1634(B) I=-1634(B) J=-1634(B) K=-1634(B) L=-1634(B) M=-1634(B)
Job
20-102348T
Truss
M1GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-kgWp6kkBuKC?men4JCtBpe8gaA08S_vqArl7P3yB_ZI
Scale = 1:29.3
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
A
B
C
D
E
F
G
H
I
N M L K J
O
P
Q R
S
T
4x5
3x4 3x4
13-6-0
13-6-0
-1-6-0
1-6-0
6-9-0
6-9-0
13-6-0
6-9-0
15-0-0
1-6-0
0-
4
-
1
5
2-
7
-
1
5
3-
0
-
1
1
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-0-10,0-0-8], [H:0-0-10,0-0-8]
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 51 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 Structural wood sheathing directly applied or 6-0-0 oc purlins.
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 13-6-0.
(lb) - Max Horz B=49(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) M, N, K, J except B=-118(LC 8), H=-125(LC 9)
Max Grav All reactions 250 lb or less at joint(s) L, N, J except B=356(LC 18), H=356(LC 18), M=259(LC
19), K=259(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6-9 to 1-5-7, Exterior(2) 1-5-7 to 3-9-0, Corner(3)
3-9-0 to 9-9-0, Exterior(2) 9-9-0 to 12-0-9, Corner(3) 12-0-9 to 15-0-9 zone; cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) M, N,
K, J except (jt=lb) B=118, H=125.
12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, H.
13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-102348T
Truss
M2GE
Truss Type
Common Supported Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Dec 8 14:22:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:qJE2Y2gtQudtiu8q5ZPE8UyB_iQ-Cs4BK4lqfdKsOoMGswOQLshrKZMNBQ2zPVUgxVyB_ZH
Scale = 1:26.7
T1
T2
B1
ST3
ST2
ST1
ST2
ST1A
B
C
D
E
F
G
H
M L K J I
N
O P
Q
3x4
4x5
3x4
13-6-0
13-6-0
6-9-0
6-9-0
13-6-0
6-9-0
15-0-0
1-6-0
0-
4
-
1
5
2-
7
-
1
5
3-
0
-
1
1
0-
4
-
1
5
4.00 12
Plate Offsets (X,Y)-- [A:0-0-10,0-0-8], [G:0-0-10,0-0-8]
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.25
0.14
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.00
0.00
(loc)
H
H
G
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 49 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 Structural wood sheathing directly applied 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 13-6-0.
(lb) - Max Horz A=-56(LC 17)
Max Uplift All uplift 100 lb or less at joint(s) A, K, L, M, J, I except G=-125(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, K, L, I except G=357(LC 18), M=312(LC 19), J=250(LC
20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS B-M=-254/172
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-0-0 to 2-9-0, Exterior(2) 2-9-0 to 3-9-0, Corner(3)
3-9-0 to 9-9-0, Exterior(2) 9-9-0 to 12-0-9, Corner(3) 12-0-9 to 15-0-9 zone; cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 20.0 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) 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) A, K, L
, M, J, I except (jt=lb) G=125.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard