HomeMy WebLinkAboutTRUSS SPECS - 20-00321 - 651 S 2400 W Units 21101-21105 - Summerfield Townhomes - 5 UnitsJob
20-044025T
Truss
A1
Truss Type
Common
Qty
30
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-z5BJf?Lsdd2svMAM1jn3S2V8gevf9dWZwFh5_WzSRsU
Scale = 1:77.9
T2 T3
B1
W7
W4
W3
W2 W1 W2
W3 W5
W6 HW2
T1 T4
B3B2
A
B
C
D
E
F
G
H
M L K J I
N
O
P Q
R
S
T U
5x6
5x8
5x6
5x6
7x10
1.5x4
3x4
4x8
3x4
5x6 1.5x4
5x8
3x4
3x4
7-2-0
7-2-0
15-0-0
7-10-0
21-6-0
6-6-0
28-0-0
6-6-0
35-6-0
7-6-0
42-6-0
7-0-0
7-2-0
7-2-0
15-0-0
7-10-0
21-6-0
6-6-0
28-0-0
6-6-0
35-6-0
7-6-0
42-6-0
7-0-0
0-
3
-
1
1
11
-
0
-
1
1
0-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [A:0-1-13,Edge], [F:0-4-0,0-3-0], [H:Edge,0-2-12], [J:0-2-12,0-3-0], [L: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.84
0.73
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.44
0.19
0.16
(loc)
K-L
K-L
H
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 219 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*
W7,W6: 2x4 DF Stud/Std
SLIDER Right 2x4 DF Stud/Std -ˆ 4-0-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing.
WEBS 1 Row at midpt B-L, C-K, E-K, F-J
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)A=2070/Mechanical, H=2070/Mechanical
Max Horz A=-189(LC 13)
Max UpliftA=-392(LC 12), H=-388(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-N=-4076/789, B-N=-3853/803, B-O=-3189/700, C-O=-2895/702, C-P=-2433/621, D-P=-2294/643,
D-Q=-2294/643, E-Q=-2434/621, E-R=-2847/695, F-R=-3126/693, F-S=-3571/755, G-S=-3672/743,
G-H=-3792/737
BOT CHORD A-M=-771/3530, L-M=-771/3530, L-T=-482/2720, K-T=-482/2720, K-U=-399/2680, J-U=-399/2680,
I-J=-569/3245, H-I=-568/3246
WEBS B-M=0/275, B-L=-890/318, C-L=-68/472, C-K=-1242/366, D-K=-355/1585, E-K=-1191/353, E-J=-59/407,
F-J=-634/264
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) 0-1-8 to 4-4-8, Interior(1) 4-4-8 to 17-3-0, Exterior(2)
17-3-0 to 25-9-0, Interior(1) 25-9-0 to 38-1-8, Exterior(2) 38-1-8 to 42-4-8 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 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) A=392, H=388.
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
20-044025T
Truss
A1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-rsQqVMOMhsYHOzU8GZs?cug0MFQv5Wm8rtfJ7HzSRsQ
Scale = 1:79.0
T2 T2
B1
ST10ST9ST8ST7ST6ST5ST4ST3ST2
ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2
HW2
T1 T3
B3B2
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
AP AO AN AM AL AK AJ AIAH AG AF AE AD AC AB AA Z Y X W V
AQ
AR AS
AT
5x6
3x6
3x6
5x6
5x6
3x8
3x6
42-6-0
42-6-0
21-6-0
21-6-0
42-6-0
21-0-0
0-
3
-
1
1
11
-
0
-
1
1
0-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [Q:0-3-0,0-3-0], [U:0-0-6,0-0-12], [U:0-0-12,0-6-2], [U:0-3-8,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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.09
0.07
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
U
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 271 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST10,ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or
2x4 DF-N 1800F 1.6E
WEDGE
Right: 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.
WEBS 1 Row at midpt K-AF, J-AG, I-AH, L-AE, M-AD
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 42-6-0.
(lb) - Max Horz A=189(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) A, AG, AH, AJ, AK, AL, AM, AN, AO, AE, AD, AB, AA, Z, Y,
X, W except AP=-123(LC 12), V=-122(LC 13)
Max Grav All reactions 250 lb or less at joint(s) A, AF, AK, AL, AM, AN, AO, AA, Z, Y, X, W, U except
AG=327(LC 18), AH=308(LC 18), AJ=301(LC 18), AP=335(LC 1), AE=328(LC 19), AD=309(LC 19),
AB=304(LC 19), V=301(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD I-J=-108/259, J-K=-125/280, K-L=-125/273
WEBS J-AG=-299/88, I-AH=-280/89, H-AJ=-273/85, B-AP=-262/144, L-AE=-300/88,
M-AD=-281/90, N-AB=-276/85
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) 0-1-12 to 4-4-12, Interior(1) 4-4-12 to 17-3-0,
Exterior(2) 17-3-0 to 25-6-0, Interior(1) 25-6-0 to 38-3-0, Exterior(2) 38-3-0 to 42-6-0 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) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
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) A, AG,
AH, AJ, AK, AL, AM, AN, AO, AE, AD, AB, AA, Z, Y, X, W except (jt=lb) AP=123, V=122.
11) 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
20-044025T
Truss
A2
Truss Type
Common
Qty
20
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-nFYaw2QdCTo?dHeWNzuUhJlAo3zFZKPRIB8QBAzSRsO
Scale = 1:79.2
T2 T2
B1
W1 W2
W3 W4
W5
W2
W3W4
W5T1 T1
B1B2AB
C
D
E
F
G
H I
N M L K J
O
P
Q R
S
T
U V
6x8
5x6
6x8
5x6
5x6 3x8
3x4
5x6 1.5x4
3x4
1.5x4
5x6
7-1-0
7-1-0
14-9-0
7-8-0
21-3-0
6-6-0
27-9-0
6-6-0
35-5-0
7-8-0
42-6-0
7-1-0
-1-0-0
1-0-0
7-1-0
7-1-0
14-9-0
7-8-0
21-3-0
6-6-0
27-9-0
6-6-0
35-5-0
7-8-0
42-6-0
7-1-0
43-6-0
1-0-0
0-
5
-
3
11
-
0
-
1
1
11
-
5
-
7
0-
5
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-1-4], [C:0-4-0,Edge], [G:0-4-0,Edge], [H:0-0-0,0-1-4], [K:0-2-12,0-3-0], [M: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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.87
0.65
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.30
-0.43
0.19
0.15
(loc)
L-M
L-M
H
L-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 216 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*
W5: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing.
WEBS 1 Row at midpt F-L, G-K, D-L, C-M
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)B=2169/0-5-8 (min. 0-2-5), H=2169/0-5-8 (min. 0-2-5)
Max Horz B=-197(LC 17)
Max UpliftB=-422(LC 12), H=-422(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-3893/714, C-O=-3770/730, C-P=-3116/670, D-P=-2859/673, D-Q=-2403/603, E-Q=-2265/625,
E-R=-2265/625, F-R=-2403/603, F-S=-2859/673, G-S=-3116/670, G-T=-3770/730, H-T=-3893/714
BOT CHORD B-N=-716/3325, M-N=-717/3322, M-U=-461/2667, L-U=-461/2667, L-V=-360/2667, K-V=-360/2667,
J-K=-529/3322, H-J=-528/3325
WEBS E-L=-338/1551, F-L=-1213/354, F-K=-61/432, G-K=-738/285, G-J=0/268, D-L=-1213/354, D-M=-61/432,
C-M=-738/285, C-N=0/268
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) -1-0-13 to 3-2-3, Interior(1) 3-2-3 to 17-0-0, Exterior(2)
17-0-0 to 25-6-0, Interior(1) 25-6-0 to 39-3-13, Exterior(2) 39-3-13 to 43-6-13 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 18.0 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) B=422, H=422.
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
20-044025T
Truss
A2GE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-GR6y7ORFznwsFQDixhPjEWIXiSSGIsWbXrtzjczSRsN
Scale = 1:78.7
T2 T2
B1
ST10ST9ST8ST7ST6ST5ST4ST3ST2
ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2
HW2
ST1T1T3
B3B2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
AP AO AN AM AL AK AJAI AH AG AF AE AD AC AB AA Z Y X W V
AQ
AR AS
AT
5x6
3x6
3x6
5x6
5x6
3x8
3x6
42-3-0
42-3-0
21-3-0
21-3-0
42-3-0
21-0-0
0-
5
-
3
11
-
0
-
1
1
0-
6
-
1
1
6.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [Q:0-3-0,0-3-0], [U:0-0-6,0-0-12], [U:0-0-12,0-6-2], [U:0-3-8,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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.09
0.09
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
U
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 271 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST10,ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or
2x4 DF-N 1800F 1.6E
WEDGE
Right: 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.
WEBS 1 Row at midpt K-AF, J-AG, I-AH, L-AE, M-AD
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 42-3-0.
(lb) - Max Horz A=189(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) A, AG, AH, AJ, AK, AL, AM, AN, AO, AE, AD, AB, AA, Z, Y,
X, W except AP=-124(LC 12), V=-122(LC 13)
Max Grav All reactions 250 lb or less at joint(s) A, AF, AK, AL, AM, AN, AO, AA, Z, Y, X, W, U except
AG=327(LC 18), AH=308(LC 18), AJ=301(LC 18), AP=325(LC 1), AE=328(LC 19), AD=309(LC 19),
AB=304(LC 19), V=301(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD H-I=-90/261, I-J=-108/329, J-K=-124/405, K-L=-124/405, L-M=-108/329,
M-N=-90/261
WEBS J-AG=-299/151, I-AH=-280/136, H-AJ=-273/92, B-AP=-254/241, L-AE=-300/151,
M-AD=-281/136, N-AB=-275/92
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 4-2-11, Exterior(2) 4-2-11 to 17-0-5, Corner(3)
17-0-5 to 25-3-0, Exterior(2) 25-3-0 to 38-0-5, Corner(3) 38-0-5 to 42-3-0 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) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
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) A, AG,
AH, AJ, AK, AL, AM, AN, AO, AE, AD, AB, AA, Z, Y, X, W except (jt=lb) AP=124, V=122.
11) 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
20-044025T
Truss
A3GE
Truss Type
GABLE
Qty
4
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-CqEjY4SVVOAaUkM536SBJxNtkG8immuu_8M4oVzSRsL
Scale = 1:79.4
T2 T2
B1
ST10ST9ST8ST7ST6ST5ST4ST3ST2
ST1
ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2
ST1T1
B1B2
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
UV
AQ AP AO AN AM AL AK AJ
AI AH AG AF AE AD
AC ABAA Z Y X W
AR
AS AT
5x6
3x6
3x6
5x6 5x6
3x6
3x6
42-6-0
42-6-0
21-3-0
21-3-0
42-6-0
21-3-0
43-6-0
1-0-0
0-
5
-
3
11
-
0
-
1
1
11
-
5
-
7
0-
5
-
3
6.00 12
Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [Q: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
0.12
0.09
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.01
(loc)
U
V
U
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 272 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except*
ST10,ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or
2x4 DF-N 1800F 1.6E
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.
WEBS 1 Row at midpt K-AG, J-AH, I-AI, L-AF, M-AE
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 42-6-0.
(lb) - Max Horz A=-204(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) A, AH, AI, AK, AL, AM, AN, AO, AP, AF, AE, AC, AB, AA, Z,
Y, X, U except AQ=-124(LC 12), W=-110(LC 13)
Max Grav All reactions 250 lb or less at joint(s) A, AG, AL, AM, AN, AO, AP, AB, AA, Z, Y, X, U except
AH=331(LC 19), AI=311(LC 19), AK=312(LC 19), AQ=325(LC 1), AF=328(LC 20), AE=309(LC 20),
AC=303(LC 20), W=296(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD H-I=-88/268, I-J=-106/336, J-K=-123/411, K-L=-123/411, L-M=-106/336,
M-N=-88/268
WEBS J-AH=-303/151, I-AI=-283/136, H-AK=-284/92, B-AQ=-254/241, L-AF=-300/151,
M-AE=-281/136, N-AC=-275/92
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 4-3-0, Exterior(2) 4-3-0 to 17-0-0, Corner(3)
17-0-0 to 25-3-0, Exterior(2) 25-3-0 to 39-3-0, Corner(3) 39-3-0 to 43-6-13 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 18.0 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, AH,
AI, AK, AL, AM, AN, AO, AP, AF, AE, AC, AB, AA, Z, Y, X, U except (jt=lb) AQ=124, W=110.
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
20-044025T
Truss
G1GE
Truss Type
Common
Qty
4
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-8CLTzmUl10QIk2WUAXUfOMTBn4pgEisASSrBsNzSRsJ
Scale = 1:13.4
T1 T1
B1
W1
A
B
C
D
E
F
G H I
3x4
4x5
3x4
1.5x4
3-0-9
3-0-9
6-1-2
3-0-9
3-0-9
3-0-9
6-1-2
3-0-9
0-
6
-
0
2-
0
-
5
0-
6
-
0
6.00 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
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.12
0.07
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
A-D
A-D
C
D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 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.
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)A=364/0-5-8 (min. 0-1-8), C=401/0-5-8 (min. 0-1-8)
Max Horz A=30(LC 10)
Max UpliftA=-74(LC 10), C=-82(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-E=-437/75, B-E=-364/80, B-F=-364/80, C-F=-437/75
BOT CHORD A-G=-44/331, D-G=-44/331, D-H=-44/331, H-I=-44/331, C-I=-44/331
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C.
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) 70 lb down and 23 lb
up at 1-6-1, and 70 lb down and 23 lb up at 3-6-1, and 73 lb down and 20 lb up at 5-6-1 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-B=-84, B-C=-84, A-C=-14
Concentrated Loads (lb)
Vert: G=-70(B) H=-70(B) I=-73(B)
Job
20-044025T
Truss
G2GE
Truss Type
Common
Qty
1
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-cPvrB6VNoJZ9MC5gkE?uxa?LiT8hz92Kh6bkPqzSRsI
Scale = 1:15.4
T1
T2
B1
W1
A
B
C
D
E
F
G
H I J
4x5
3x4 2x4
1.5x4
3-4-4
3-4-4
6-4-13
3-0-9
-1-0-0
1-0-0
3-4-4
3-4-4
6-4-13
3-0-9
0-
4
-
3
2-
0
-
5
2-
6
-
1
0-
6
-
0
6.00 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
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.20
0.14
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
B-E
B-E
D
E
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 22 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.
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=406/0-5-8 (min. 0-1-8), B=498/0-5-8 (min. 0-1-8)
Max Horz B=48(LC 10)
Max UpliftD=-83(LC 11), B=-117(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-471/79, C-F=-379/83, C-G=-407/80, D-G=-457/72
BOT CHORD B-H=-44/348, E-H=-44/348, E-I=-44/348, I-J=-44/348, D-J=-44/348
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 18.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D
except (jt=lb) B=117.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 23 lb
up at 1-8-12, and 70 lb down and 23 lb up at 3-8-12, and 73 lb down and 20 lb up at 5-8-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
12) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-D=-84, B-D=-14
Concentrated Loads (lb)
Vert: H=-70(B) I=-70(B) J=-73(B)
Job
20-044025T
Truss
L1
Truss Type
Roof Special
Qty
9
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-4bTDORV0Zdh0zLgsIyW7TnYZ8tWsidWTvmKHxGzSRsH
Scale = 1:9.0
W1
T1
B1
A
B
C
D
E
2x4
1.5x4
3x4
1-8-1
1-8-1
1-8-1
1-8-1
1-
4
-
9
0-
6
-
9
6.00 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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.03
0.01
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
D
D
E
D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-8-1 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)C=81/Mechanical, E=82/Mechanical
Max Horz C=-38(LC 8)
Max UpliftC=-12(LC 13), E=-26(LC 13)
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 Exterior(2) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, E.
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
20-044025T
Truss
L2
Truss Type
Roof Special
Qty
22
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-Yn1cbnWeKxptbVF3rf1M0?5ixHqAR4md8Q4rTizSRsG
Scale = 1:11.2
W1
T1
B1
A
B
C
D
F
E
G
1.5x4
1.5x4
2x4
2-9-9
2-9-9
3-0-13
0-3-4
3-0-13
3-0-13
4-0-13
1-0-0
1-
1
0
-
9
2-
4
-
5
0-
4
-
3
6.00 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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
C-E
C-E
E
E
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 12 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 3-0-13 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)E=135/Mechanical, C=254/0-3-8 (min. 0-1-8)
Max Horz C=-72(LC 8)
Max UpliftE=-39(LC 13), C=-62(LC 13)
Max GravE=153(LC 20), C=266(LC 18)
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 Exterior(2) 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 18.0 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) E, C.
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
20-044025T
Truss
L3
Truss Type
Roof Special
Qty
6
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-1zb_p7XG5ExkDfqFPMYbZCdtFhBWAX?mN4pO?8zSRsF
Scale = 1:13.5
W1
T1
B1
HW2
A
B
C
E
D
F
1.5x4
1.5x4
3x4
3x6
3-8-1
3-8-1
3-8-1
3-8-1
2-
4
-
9
0-
6
-
9
6.00 12
Plate Offsets (X,Y)-- [C:Edge,0-1-1], [C:0-1-2,0-4-15]
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
0.18
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
-0.00
0.00
(loc)
C-D
C-D
D
D
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 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
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-1 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=191/Mechanical, C=163/Mechanical
Max Horz C=-83(LC 8)
Max UpliftD=-60(LC 13), C=-25(LC 13)
Max GravD=205(LC 19), C=165(LC 19)
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 Exterior(2) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, C.
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
20-044025T
Truss
L4
Truss Type
Roof Special
Qty
16
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-VA9M0TYusY3aqpPRz44q5QA1l5Vuv_FvbkZyYbzSRsE
Scale = 1:13.5
W1
T1
B1
A
B
C
D
F
E
G
1.5x4
1.5x4
2x4
3-9-9
3-9-9
4-0-13
0-3-4
4-0-13
4-0-13
5-0-13
1-0-0
2-
4
-
9
2-
1
0
-
5
0-
4
-
3
6.00 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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.20
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
C-E
C-E
E
E
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 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 4-0-13 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)E=190/Mechanical, C=297/0-3-8 (min. 0-1-8)
Max Horz C=-93(LC 8)
Max UpliftE=-56(LC 13), C=-69(LC 13)
Max GravE=222(LC 20), C=307(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 Exterior(2) 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 18.0 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) E, C.
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
20-044025T
Truss
M1GD
Truss Type
Common Girder
Qty
3
Ply
2 Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-RYG6R9Z8O9JI47Yq4V6IArFHpu__NfRC3222cTzSRsC
Scale = 1:37.6
T1 T1
B1
W1
W2 W3W2W3
B2
HW1 HW1A
B
C
D
E
H G F
I J
K L M N O P Q R S
5x8
7x10
7x10
5x8
7x10
10x16
5x8
12x12
5x8
4x12
5-3-0
5-3-0
10-6-0
5-3-0
15-9-0
5-3-0
21-0-0
5-3-0
5-3-0
5-3-0
10-6-0
5-3-0
15-9-0
5-3-0
21-0-0
5-3-0
0-
5
-
3
5-
8
-
3
0-
5
-
3
6.00 12
Plate Offsets (X,Y)-- [A:0-7-0,Edge], [A:0-7-0,0-2-8], [E:0-7-0,0-0-0], [E:0-7-0,0-2-8], [F:0-6-0,0-8-12], [H:0-7-8,0-2-0]
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
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.61
0.97
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.26
-0.36
0.09
0.13
(loc)
G-H
G-H
E
G-H
l/defl
>959
>688
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 298 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=12048/0-5-8 (req. 0-6-7), E=10531/0-5-8 (req. 0-5-10)
Max Horz A=89(LC 31)
Max UpliftA=-2315(LC 10), E=-2025(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-19786/3782, B-I=-14002/2685, C-I=-13981/2702, C-J=-13981/2702,
D-J=-14002/2686, D-E=-19500/3730
BOT CHORD A-K=-3442/17760, K-L=-3442/17760, L-M=-3442/17760, H-M=-3442/17760,
H-N=-3442/17760, N-O=-3442/17760, G-O=-3442/17760, G-P=-3305/17498,
P-Q=-3305/17498, F-Q=-3305/17498, F-R=-3305/17498, R-S=-3305/17498,
E-S=-3305/17498
WEBS C-G=-2241/11808, D-G=-5598/1169, D-F=-767/4204, B-G=-5887/1221,
B-H=-814/4438
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 0-7-0 oc.
Bottom chords connected as follows: 2x10 - 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) WARNING: Required bearing size at joint(s) A, E greater than input bearing size.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) A=2315, E=2025.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
Continued on page 2
Job
20-044025T
Truss
M1GD
Truss Type
Common Girder
Qty
3
Ply
2 Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:33 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-RYG6R9Z8O9JI47Yq4V6IArFHpu__NfRC3222cTzSRsC
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2059 lb down and 398 lb up at 0-9-4, 2056 lb down and 402
lb up at 2-9-4, 2056 lb down and 402 lb up at 4-9-4, 2056 lb down and 402 lb up at 6-9-4, 2056 lb down and 402 lb up at 8-9-4, 2056 lb down and 402 lb up at
10-9-4, 2056 lb down and 402 lb up at 12-9-4, 2056 lb down and 402 lb up at 14-9-4, and 2056 lb down and 402 lb up at 16-9-4, and 2056 lb down and 402 lb
up at 18-9-4 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
Concentrated Loads (lb)
Vert: G=-2056(B) K=-2059(B) L=-2056(B) M=-2056(B) N=-2056(B) O=-2056(B) P=-2056(B) Q=-2056(B) R=-2056(B) S=-2056(B)
Job
20-044025T
Truss
M1GE
Truss Type
Common Structural Gable
Qty
3
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-vlqVfVam9TR9hG70eCdXj2oVkIX?6I3MIinc9wzSRsB
Scale = 1:41.4
T1 T1
B1
W1
W2
W1
W2
ST6
ST4
ST5
ST3
ST2
ST1
ST4
ST5
ST3
ST2
ST1
B2A
B
C
D
E
F
G
N M L K J I H
AD
AE
AF AG
AH
AI
O
5x6
2x4
3x4
5x6
3x4 3x4
6-3-0
6-3-0
7-0-0
0-9-0
14-0-0
7-0-0
21-0-0
7-0-0
-1-0-0
1-0-0
5-3-0
5-3-0
10-6-0
5-3-0
15-9-0
5-3-0
21-0-0
5-3-0
22-0-0
1-0-0
0-
5
-
3
5-
8
-
3
6-
0
-
1
5
0-
5
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-0-12,0-1-8], [D:0-2-0,0-0-4], [F:0-0-12,0-1-8], [J: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
0.40
0.16
0.25
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.00
0.01
(loc)
B-O
B-O
F
B-O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 121 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.
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.All bearings 14-9-0 except (jt=length) B=0-5-8, O=0-3-8.
(lb) - Max Horz B=102(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) B, H, F except J=-205(LC 13), N=-260(LC 12)
Max Grav All reactions 250 lb or less at joint(s) L, M, K, I, H except B=408(LC 19), J=757(LC 20),
N=607(LC 19), F=352(LC 20), O=362(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AD=-297/63, D-AG=0/252, F-AI=-297/56
WEBS D-J=-336/73, E-J=-535/225, D-N=-329/70, C-N=-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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-6-0, Exterior(2)
7-6-0 to 13-6-0, Interior(1) 13-6-0 to 19-0-13, Exterior(2) 19-0-13 to 22-0-13 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 18.0 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) B, H, F
except (jt=lb) J=205, N=260.
11) 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
20-044025T
Truss
M2GD
Truss Type
Common Girder
Qty
3
Ply
2 Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-r7yF3Bc1g4htxaHPmdf?oTtjF60Sa3sfl0GjDozSRs9
Scale = 1:41.8
T1 T1
B1
W1
W2 W3W2W3
HW1
HW1
B2A
B
C
D
E
F
G
K J I HLMNOPQ R S
9x12 MT18HS
12x16 MT18HS
4x12
4x12
5x8 8x12 MT20HS10x16
10x16
4x12
10x16
4x12 12x16 MT18HS
5x8
4x12
6-0-0
6-0-0
10-6-0
4-6-0
15-0-0
4-6-0
21-0-0
6-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
10-6-0
4-6-0
15-0-0
4-6-0
21-0-0
6-0-0
22-0-0
1-0-0
0-
5
-
3
5-
8
-
3
6-
0
-
1
5
0-
5
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-0-11,0-7-12], [B:3-5-15,0-2-0], [B:0-4-0,0-2-1], [C:0-6-13,Edge], [E:0-6-13,Edge], [F:3-11-10,0-3-8], [F:1-11-6,0-3-8], [F:0-7-2,0-7-12],
[F:0-11-13,0-2-1], [I:0-8-0,0-2-0], [K:0-8-0,0-2-0]
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
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.92
0.99
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.34
0.09
0.12
(loc)
J-K
J-K
F
J-K
l/defl
>999
>720
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
MT18HS
Weight: 300 lb FT = 20%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std -ˆ 5-0-11, Right 2x4 DF Stud/Std -ˆ 5-0-11
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)B=12134/0-5-8 (req. 0-6-8), F=10663/0-5-8 (req. 0-5-11)
Max Horz B=102(LC 28)
Max UpliftB=-2369(LC 10), F=-2085(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-18787/3619, C-D=-13270/2594, D-E=-13270/2594, E-F=-18565/3578
BOT CHORD B-L=-3254/16763, L-M=-3254/16763, M-N=-3254/16763, K-N=-3254/16763, K-O=-3254/16763, O-P=-3254/16763,
J-P=-3254/16763, J-Q=-3115/16560, I-Q=-3115/16560, H-I=-3115/16560, H-R=-3115/16560, R-S=-3115/16560,
F-S=-3115/16560
WEBS D-J=-2197/11379, E-J=-5743/1195, E-I=-912/4929, C-J=-5983/1238, C-K=-954/5151
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc.
Bottom chords connected as follows: 2x10 - 5 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 greater of min roof live load of 18.0 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) WARNING: Required bearing size at joint(s) B, F greater than input bearing size.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) B=2369, F=2085.
12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2059 lb down and
403 lb up at 0-9-4, 2056 lb down and 406 lb up at 2-9-4, 2056 lb down and 406 lb up at 4-9-4, 2056 lb down and 406 lb
up at 6-9-4, 2056 lb down and 406 lb up at 8-9-4, 2056 lb down and 406 lb up at 10-9-4, 2056 lb down and 406 lb up at
12-9-4, 2056 lb down and 406 lb up at 14-9-4, and 2056 lb down and 406 lb up at 16-9-4, and 2056 lb down and 406 lb
up at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
Job
20-044025T
Truss
M2GD
Truss Type
Common Girder
Qty
3
Ply
2 Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:36 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-r7yF3Bc1g4htxaHPmdf?oTtjF60Sa3sfl0GjDozSRs9
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-G=-84, B-F=-14
Concentrated Loads (lb)
Vert: J=-2056(F) I=-2056(F) L=-2059(F) M=-2056(F) N=-2056(F) O=-2056(F) P=-2056(F) Q=-2056(F) R=-2056(F) S=-2056(F)
Job
20-044025T
Truss
N1GE
Truss Type
Common Supported Gable
Qty
3
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-JKWdHWcfROpkYksbJLAELhQ5SVaCJhCo_g0GlEzSRs8
Scale = 1:23.0
T1 T1
B1
ST2
ST1 ST1
A
B
C
D
E
F
G
J I H
K
L M
N
4x5
3x4 3x4 1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
10-9-12
10-9-12
-1-0-0
1-0-0
5-4-14
5-4-14
10-9-12
5-4-14
11-9-12
1-0-0
0-
5
-
3
3-
1
-
1
0
3-
6
-
6
0-
5
-
3
6.00 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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.12
0.06
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
F
G
F
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
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 10-9-12.
(lb) - Max Horz B=57(LC 16)
Max Uplift All uplift 100 lb or less at joint(s) B, F except J=-115(LC 12), H=-114(LC 13)
Max Grav All reactions 250 lb or less at joint(s) B, F, I except J=371(LC 19), H=371(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS C-J=-310/257, E-H=-310/257
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) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 2-4-14,
Corner(3) 2-4-14 to 8-4-14, Exterior(2) 8-4-14 to 8-10-9, Corner(3) 8-10-9 to 11-10-9 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 18.0 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) 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) B, F
except (jt=lb) J=115, H=114.
11) 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
20-044025T
Truss
P1GE
Truss Type
Common Supported Gable
Qty
3
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-oW4?UsdHCixbAuRnt2iTtuyFQvwT294xCKlpIhzSRs7
Scale = 1:18.3
T1 T1
B1
ST1
A
B
C
D
E
F
G
H
4x5
2x4 2x4 1.5x4
6-8-8
6-8-8
-1-0-0
1-0-0
3-4-4
3-4-4
6-8-8
3-4-4
7-8-8
1-0-0
0-
5
-
3
2-
1
-
5
2-
6
-
1
0-
5
-
3
6.00 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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.17
0.06
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-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: 25 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.(lb/size)B=276/6-8-8 (min. 0-1-8), D=276/6-8-8 (min. 0-1-8), F=284/6-8-8 (min. 0-1-8)
Max Horz B=39(LC 12)
Max UpliftB=-81(LC 12), D=-88(LC 13), F=-21(LC 12)
Max GravB=282(LC 19), D=282(LC 20), F=284(LC 1)
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) 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 18.0 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) 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) B, D,
F.
11) 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
20-044025T
Truss
R1
Truss Type
Half Hip
Qty
16
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-GieOiCevz?3So20_RlDiQ6VPdJFTnbE5R_VNq7zSRs6
Scale = 1:13.6
T1 W1
B1
A
B
C
D
F
E
G
1.5x4
1.5x4 2x4
4-0-0
4-0-0
-1-0-0
1-0-0
4-0-0
4-0-0
4-11-8
0-11-8
0-
4
-
1
2-
4
-
1
3
2-
9
-
9
2-
0
-
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.20
0.07
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 16 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 4-0-0 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)F=277/Mechanical, B=281/0-5-8 (min. 0-1-8)
Max Horz B=99(LC 9)
Max UpliftF=-88(LC 12), B=-63(LC 8)
Max GravF=332(LC 19), B=286(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-F=-303/194
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) 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 19.0 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, B.
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
20-044025T
Truss
R1GE
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-kvCmvYfXkJBJPBbA?TkxzJ2b0jcZW2cEgeEwMZzSRs5
Scale = 1:13.6
T1 W1
B1
W2
A
B
C
D
E
G F
1.5x4
1.5x4 2x4
1.5x4
1.5x4
-1-0-0
1-0-0
2-0-0
2-0-0
4-0-0
2-0-0
4-11-8
0-11-8
0-
4
-
1
2-
4
-
1
3
2-
9
-
9
2-
0
-
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.16
0.02
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
E
D
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 17 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 4-0-0 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)F=215/4-0-0 (min. 0-1-8), B=202/4-0-0 (min. 0-1-8), G=141/4-0-0 (min. 0-1-8)
Max Horz B=99(LC 9)
Max UpliftF=-85(LC 9), B=-49(LC 8), G=-96(LC 18)
Max GravF=301(LC 18), B=251(LC 18), G=149(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD D-F=-293/289
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) 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 19.0 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) 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) F, B,
G.
11) 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
20-044025T
Truss
R2
Truss Type
Roof Special
Qty
16
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-C5l87uf9VdJA1LAMYAFAVXame7xzFVkOvI_Tu0zSRs4
Scale = 1:11.7
T1
W1
B1
A
B
C D
F
E
G
1.5x4
1.5x4 2x4
3-11-8
3-11-8
-1-0-0
1-0-0
3-11-8
3-11-8
0-
4
-
1
1-
1
1
-
1
3
2-
4
-
9
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.17
0.07
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 15 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,
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)F=177/Mechanical, B=296/0-5-8 (min. 0-1-8)
Max Horz B=80(LC 9)
Max UpliftF=-49(LC 12), B=-73(LC 12)
Max GravF=206(LC 19), B=308(LC 19)
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 Exterior(2) 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 19.0 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, B.
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
20-044025T
Truss
R3
Truss Type
Monopitch
Qty
20
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-gHJWKEgoGwR1fVkY6umP2k7sWWGw_y_X7yj1RSzSRs3
Scale = 1:14.8
T1
W1
B1
A
B
C D
F
E
G
1.5x4
1.5x4
2x4
5-4-12
5-4-12
-1-0-0
1-0-0
5-4-12
5-4-12
0-
4
-
1
2-
7
-
0
2-
1
1
-
1
2
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.42
0.15
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.00
0.00
(loc)
B-F
B-F
F
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
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
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-12 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)F=253/Mechanical, B=361/0-5-8 (min. 0-1-8)
Max Horz B=106(LC 9)
Max UpliftF=-71(LC 12), B=-86(LC 12)
Max GravF=303(LC 19), B=380(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-F=-265/123
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
2) C-C wind load user defined.
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 19.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
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) 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) F, B.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
11) Load case(s) 6 has/have been modified. Building designer must review loads to verify that they are correct for the
intended use of this truss.
LOAD CASE(S) Standard Except:
6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=63, B-C=52, C-D=-8, B-E=-8
Horz: A-B=-72, B-C=-61, C-F=42
7) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=2, B-C=-36, C-D=-14, B-E=-14
Horz: A-B=-16, B-C=22, C-F=-38
8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33
Continued on page 2
Job
20-044025T
Truss
R3
Truss Type
Monopitch
Qty
20
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:42 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-gHJWKEgoGwR1fVkY6umP2k7sWWGw_y_X7yj1RSzSRs3
LOAD CASE(S) Standard Except:
Uniform Loads (plf)
Vert: A-B=35, B-C=21, C-D=15, B-E=-8
Horz: A-B=-43, B-C=-29, C-D=-24, C-F=22
9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=13, B-C=19, C-D=13, B-E=-8
Horz: A-B=-21, B-C=-27, C-D=-21, C-F=-17
10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=10, B-C=4, C-D=10, B-E=-14
Horz: A-B=-24, B-C=-18, C-D=-24, C-F=10
11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=7, B-C=1, C-D=7, B-E=-14
Horz: A-B=-21, B-C=-15, C-D=-21, C-F=-28
12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=27, B-C=32, C-D=27, B-E=-8
Horz: A-B=-35, B-C=-41, C-D=-35, C-F=20
13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=9, B-C=15, C-D=9, B-E=-8
Horz: A-B=-17, B-C=-23, C-D=-17, C-F=-14
14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=14, B-C=20, C-D=14, B-E=-8
Horz: A-B=-23, B-C=-28, C-D=-23, C-F=15
15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=4, B-C=10, C-D=4, B-E=-8
Horz: A-B=-12, B-C=-18, C-D=-12, C-F=-7
16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=21, B-C=15, C-D=21, B-E=-14
Horz: A-B=-35, B-C=-29, C-D=-35, C-F=8
17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=3, B-C=-3, C-D=3, B-E=-14
Horz: A-B=-17, B-C=-11, C-D=-17, C-F=-26
22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=-49, B-C=-53, C-D=-49, B-E=-14
Horz: A-B=-18, B-C=-13, C-D=-18, C-F=7
23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=-51, B-C=-55, C-D=-51, B-E=-14
Horz: A-B=-16, B-C=-11, C-D=-16, C-F=-21
24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=-40, B-C=-45, C-D=-40, B-E=-14
Horz: A-B=-26, B-C=-22, C-D=-26, C-F=6
25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: A-B=-54, B-C=-58, C-D=-54, B-E=-14
Horz: A-B=-13, B-C=-9, C-D=-13, C-F=-19
Job
20-044025T
Truss
R5GE
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 11:48:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:eS0J?lkn_YqNu5mhow4WFvyWVZ5-8UtuYahQ1EauGfJlgbHeayg6zweHjODgMcTazuzSRs2
Scale = 1:11.7
T1
W1
B1
W2
A
B
C
D E
H G F
I
1.5x4
1.5x4 2x4
1.5x4
1.5x4
-1-0-0
1-0-0
1-11-8
1-11-8
3-11-8
2-0-0
0-
4
-
1
1-
1
1
-
1
3
2-
4
-
9
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.12
0.02
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
D
D
G
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 15 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,
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)G=97/3-11-8 (min. 0-1-8), B=194/3-11-8 (min. 0-1-8), H=186/3-11-8 (min. 0-1-8)
Max Horz B=80(LC 9)
Max UpliftG=-23(LC 12), B=-51(LC 8), H=-58(LC 12)
Max GravG=114(LC 19), B=239(LC 18), H=210(LC 19)
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) 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 19.0 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) 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) G, B,
H.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B.
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