HomeMy WebLinkAbout0550d (1)Job
0550-23-A
Truss
A1
Truss Type
Common
Qty
4
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:24 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-9d_FTlLulcsZ0vzYSSa6?WYh6TqMYGphcdf7LhzIDPf
Scale = 1:46.4
T1 T1
B1
W2
W1
W2
W1
HW1 HW1B2
1
2
3
4
5
6
7
10 9 8
11 12
13 14
4x6
3x8 3x4 3x4
2x4
3x4
2x4
3x8
7-4-4
7-4-4
14-7-12
7-3-7
22-0-0
7-4-4
-1-6-0
1-6-0
5-6-7
5-6-7
11-0-0
5-5-9
16-5-9
5-5-9
22-0-0
5-6-7
23-6-0
1-6-0
0-
7
-
3
7-
1
1
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.39
0.38
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.14
0.03
-0.02
(loc)
8-10
8-10
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 105 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-1-0 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) 2=1256/0-3-8 (min. 0-1-8), 6=1256/0-3-8 (min. 0-1-8)
Max Horz2=-131(LC 10)
Max Uplift2=-107(LC 12), 6=-107(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1555/114, 3-11=-1377/143, 4-11=-1269/157, 4-12=-1269/157, 5-12=-1377/143,
5-6=-1555/114
BOT CHORD 2-10=-18/1251, 10-13=0/853, 9-13=0/853, 9-14=0/853, 8-14=0/853, 6-8=-23/1172
WEBS 4-8=-46/610, 5-8=-375/112, 4-10=-46/610, 3-10=-375/112
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 23-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 107 lb uplift at joint
6.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:26 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-5?6?uRN8HD6HFC7xatca5xd5KHaR0C8_4x8EQazIDPd
Scale = 1:50.9
T1 T1
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
HW1 HW1B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
27 26 25 24 23 22 21 20 19 18 17 16
28
29
4x4
3x8
3x4
3x8
22-0-0
22-0-0
-1-6-0
1-6-0
11-0-0
11-0-0
22-0-0
11-0-0
23-6-0
1-6-0
0-
7
-
3
7-
1
1
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [14:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.09
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 128 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz2=131(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 except 2=312(LC 1),
14=312(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0,
Exterior(2N) 14-0-0 to 23-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 25, 26, 27,
20, 19, 18, 17, 16, 14.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
A2
Truss Type
Common
Qty
3
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:27 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-ZBgN5nNm2XE8tMi77a7pd8ACKhrdldO8Ibuny0zIDPc
Scale = 1:46.2
T1
T2
B1
W2
W1
W2
W1
HW1 HW1B2
1
2
3
4
5
6
9 8 7
10 11
12 13
4x6
3x8 3x4 3x4
2x4
3x4
2x4
3x8
7-4-4
7-4-4
14-7-12
7-3-7
22-0-0
7-4-4
-1-6-0
1-6-0
5-6-7
5-6-7
11-0-0
5-5-9
16-5-9
5-5-9
22-0-0
5-6-7
0-
7
-
3
7-
1
1
-
3
0-
4
-
3
0-
2
-
1
5
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.39
0.41
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.14
0.03
0.03
(loc)
7-9
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 103 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-5 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) 2=1262/0-3-8 (min. 0-1-8), 6=1101/0-3-8 (min. 0-1-8)
Max Horz2=128(LC 11)
Max Uplift2=-109(LC 12), 6=-60(LC 12)
Max Grav2=1262(LC 1), 6=1120(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1564/117, 3-10=-1383/147, 4-10=-1275/161, 4-11=-1291/168, 5-11=-1400/148,
5-6=-1580/125
BOT CHORD 2-9=-49/1249, 9-12=0/852, 8-12=0/852, 8-13=0/852, 7-13=0/852, 6-7=-47/1184
WEBS 4-7=-51/635, 5-7=-390/115, 4-9=-44/608, 3-9=-375/113
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=109.
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
A3
Truss Type
Common
Qty
3
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:28 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-1OElJ7OOprM?UWGJhIe2AMjN14BPU4oHXFdKUSzIDPb
Scale = 1:46.1
T1
T2
B1
W1
W2 W3
W4
HW1
HW2
B2
1
2
3
4
5
6
7
10 9 8
11 12
13 14
4x6
3x6
3x4
3x4
3x8 3x4 3x4
2x4
3x4
2x4
7-2-11
7-2-11
14-4-10
7-1-14
21-10-0
7-5-6
-1-6-0
1-6-0
5-6-7
5-6-7
11-0-0
5-5-9
16-3-4
5-3-4
21-10-0
5-6-12
0-
7
-
3
7-
1
1
-
3
0-
8
-
8
0-
4
-
5
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-4-1,0-0-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.39
0.37
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.14
0.03
-0.02
(loc)
8-10
8-10
7
2-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 106 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
SLIDER Right 2x4 DF Stud/Std 3-3-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=1100/0-3-8 (min. 0-1-8), 2=1260/0-3-8 (min. 0-1-8)
Max Horz2=128(LC 11)
Max Uplift7=-60(LC 12), 2=-109(LC 12)
Max Grav7=1118(LC 18), 2=1260(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1564/117, 3-11=-1392/150, 4-11=-1285/164, 4-12=-1251/164, 5-12=-1350/151,
5-6=-1328/125, 6-7=-1519/110
BOT CHORD 2-10=-49/1249, 10-13=0/851, 9-13=0/851, 9-14=0/851, 8-14=0/851, 7-8=-42/1152
WEBS 3-10=-374/114, 4-10=-49/612, 4-8=-46/598, 5-8=-386/112
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 21-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=109.
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B1
Truss Type
Common
Qty
2
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:29 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-Vao8WTP0a8Us6grWF?AHiZFV?UTKDSsQmvNu1vzIDPa
Scale = 1:69.7
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
HW1 HW1
T1
T3
B1B21
2
3
4
5
6
7
8
9
10
15 14 13 12 11
16 17
18 19
3x4
4x6
3x4
5x6
4x4 3x8
3x4
3x4
2x4
3x4
3x4
2x4
5x6
4x4
8-6-7
8-6-7
17-0-0
8-5-9
25-5-9
8-5-9
34-0-0
8-6-7
-1-6-0
1-6-0
5-8-9
5-8-9
11-4-4
5-7-12
17-0-0
5-7-12
22-7-12
5-7-12
28-3-7
5-7-12
34-0-0
5-8-9
0-
7
-
3
11
-
1
1
-
3
0-
7
-
3
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.64
0.59
0.59
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.31
0.09
0.05
(loc)
13-15
13-15
10
10-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 181 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-13, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1867/0-3-8 (min. 0-2-0), 10=1711/0-5-8 (min. 0-1-14)
Max Horz2=199(LC 11)
Max Uplift2=-143(LC 12), 10=-96(LC 12)
Max Grav2=1895(LC 17), 10=1765(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2604/180, 3-4=-2378/181, 4-5=-2267/205, 5-16=-1694/197, 6-16=-1564/219,
6-17=-1565/221, 7-17=-1693/197, 7-8=-2267/214, 8-9=-2379/190, 9-10=-2581/189
BOT CHORD 2-15=-97/2153, 15-18=-30/1794, 14-18=-30/1794, 13-14=-30/1794, 12-13=-26/1711,
12-19=-26/1711, 11-19=-26/1711, 10-11=-96/2006
WEBS 6-13=-133/1350, 7-13=-707/130, 7-11=-20/579, 9-11=-326/109, 5-13=-709/129,
5-15=-15/578, 3-15=-328/105
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2R) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 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=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
2=143.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:31 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-Szvux8RH6mlaMz?uMQClo_LupIAnhNsjDDs_5nzIDPY
Scale = 1:75.5
T2 T2
B1
W4 W3
W2
W1
W3
W2
W1
HW1 HW1
ST11
ST12
ST9
ST10
ST8ST6
ST7
ST4
ST5
ST3
ST2
ST1
ST11
ST9
ST5T1
T3
B3B21
2
3
4
5
6
7
8
9
10
22 21 20 19
18
17 16
14 13 12 11
43 44
45 15
46 47
4x4
4x6
3x4
3x8 3x4
3x8
3x4
3x4
3x4
3x4
3x8
4x4
8-6-7
8-6-7
12-0-0
3-5-9
17-0-0
5-0-0
25-5-9
8-5-9
34-0-0
8-6-7
-1-6-0
1-6-0
5-8-9
5-8-9
11-4-4
5-7-12
17-0-0
5-7-12
22-7-12
5-7-12
28-3-7
5-7-12
34-0-0
5-8-9
0-
7
-
3
11
-
1
1
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-0,0-2-4], [10:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.36
0.52
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.24
0.03
0.04
(loc)
11-13
11-13
10
10-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 255 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-13, 5-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-3-8 except (jt=length) 10=0-5-8, 15=0-3-8.
(lb) - Max Horz2=199(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 22 except 18=-209(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 16, 17, 19, 20, 21, 22, 15 except 2=331(LC 23), 18=1773(LC 1),
10=1258(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-268/249, 3-4=-11/279, 4-5=0/475, 5-43=-806/140, 6-43=-666/163, 6-44=-675/162,
7-44=-791/140, 7-8=-1424/156, 8-9=-1536/132, 9-10=-1738/131
BOT CHORD 17-18=-38/302, 17-45=-38/302, 16-45=-38/302, 15-16=-38/302, 15-46=-38/302,
14-46=-38/302, 13-14=-38/302, 12-13=0/956, 12-47=0/956, 11-47=0/956, 10-11=-50/1330
WEBS 6-13=-72/371, 7-13=-743/131, 7-11=-21/632, 9-11=-351/112, 5-13=0/590, 5-18=-1529/136,
3-18=-416/118
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2R) 17-0-0 to 20-4-13,
Interior(1) 20-4-13 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=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 22 except
(jt=lb) 18=209.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B2
Truss Type
Monopitch
Qty
4
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:32 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-w9TG8URvt3tRz7a5w7j_KCt0AiZ2QuZtStbYdEzIDPX
Scale = 1:56.8
T2
W3
B1
W1
W2
HW1
T1
1
2
3
4
5
7 6
4x4
4x4
3x8
3x8
3x6
2x4
7-1-7
7-1-7
14-5-8
7-4-1
-1-6-0
1-6-0
7-1-7
7-1-7
14-5-8
7-4-1
0-
7
-
3
10
-
2
-
1
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.58
0.33
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.10
0.01
-0.06
(loc)
2-7
2-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 77 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 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 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6, 3-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=277(LC 9)
Max Uplift6=-86(LC 9), 2=-72(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-897/94, 3-4=-269/91, 5-6=-256/123
BOT CHORD 2-7=-212/602, 6-7=-212/602
WEBS 3-7=0/294, 3-6=-702/159
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 14-3-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B3
Truss Type
Half Hip
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:33 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-OL1eMqSXeN?HbH9HUrEDtPQAg5wC9Fg0hXL5AgzIDPW
Scale = 1:55.1
T2
T3
W5
B1
W1 W2
W3
W4
HW1
T1
1
2
3
4
5 6
9 8 7
10
11
3x4
5x6 3x4
3x8
3x8
3x6
2x4 3x4
6-6-10
6-6-10
13-0-6
6-5-12
14-5-8
1-5-2
-1-6-0
1-6-0
6-6-10
6-6-10
13-0-6
6-5-12
14-5-8
1-5-2
0-
7
-
3
9-
1
-
1
2
9-
3
-
7
9-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-0,0-2-3], [6:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.59
0.27
0.67
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.07
0.01
0.02
(loc)
2-9
2-9
7
2-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 97 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 5-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=252(LC 11)
Max Uplift7=-84(LC 9), 2=-75(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-916/50, 3-10=-768/78, 3-4=-330/84
BOT CHORD 2-9=-201/622, 8-9=-201/622
WEBS 3-9=0/259, 3-8=-614/124, 5-8=-125/401, 5-7=-813/233
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 13-0-6, Exterior(2E) 13-0-6 to 14-3-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B4
Truss Type
Half Hip
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:35 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-Kk9PnWUnA_F?qbJfbGGhyqVZRvcndDgJ8rqCEYzIDPU
Scale: 1/4"=1'
T1
T2
W5
B1
W1 W2
W3
W4
HW1
1
2
3
4 5
8 7 6
9
10
5x6 3x4
3x6 3x8
3x6
2x4 3x4
5-9-10
5-9-10
11-6-6
5-8-12
14-5-8
2-11-2
-1-6-0
1-6-0
5-9-10
5-9-10
11-6-6
5-8-12
14-5-8
2-11-2
0-
7
-
3
8-
1
-
1
2
8-
3
-
7
8-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.45
0.20
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.05
0.01
0.01
(loc)
2-8
2-8
6
2-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=224(LC 11)
Max Uplift6=-86(LC 9), 2=-78(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-939/48, 3-9=-805/73, 3-10=-421/82, 4-10=-280/106
BOT CHORD 2-8=-208/650, 7-8=-208/650
WEBS 3-7=-519/111, 4-7=-57/373, 4-6=-673/177
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-6-6, Exterior(2E) 11-6-6 to 14-3-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B5
Truss Type
Half Hip
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:36 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-owjn_sUPwINsSlus9zowV22kjJzpMbjSNVZlm?zIDPT
Scale = 1:42.3
T1
T2
W5
B1
W1 W2
W3 W4
HW1
1
2
3
4 5
8 7 6
9
10
1112
5x6 3x4
4x4
3x8
3x6
2x4 3x4
5-0-10
5-0-10
10-0-6
4-11-12
14-5-8
4-5-2
-1-6-0
1-6-0
5-0-10
5-0-10
10-0-6
4-11-12
14-5-8
4-5-2
0-
7
-
3
7-
1
-
1
2
7-
3
-
7
7-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.41
0.15
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
0.01
(loc)
8
2-8
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 86 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
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) 6=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=197(LC 11)
Max Uplift6=-87(LC 9), 2=-81(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-956/47, 3-9=-836/70, 3-10=-526/81, 4-10=-408/101
BOT CHORD 2-8=-209/671, 7-8=-209/671, 6-7=-131/334
WEBS 3-7=-413/98, 4-7=-24/318, 4-6=-612/148
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 10-0-6, Exterior(2E) 10-0-6 to 14-3-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B6
Truss Type
Half Hip
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:37 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-G7H9CCV2hcVj4uS2jhJ91FanxjHn59tcc9JJJRzIDPS
Scale = 1:36.5
T1
T2
W4
B1
W1
W2 W3
HW1
1
2
3
4 5
7 6
8
9 10 11
5x6
2x4 3x8
2x4
3x8
3x8
8-6-6
8-6-6
14-5-8
5-11-2
-1-6-0
1-6-0
4-3-10
4-3-10
8-6-6
4-2-12
14-5-8
5-11-2
0-
7
-
3
6-
1
-
1
2
6-
3
-
7
6-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.96
0.29
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.16
0.01
0.01
(loc)
2-7
2-7
6
2-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 77 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
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) 6=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=170(LC 11)
Max Uplift6=-88(LC 9), 2=-83(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-932/78, 3-8=-834/96, 3-4=-643/94, 4-9=-468/105, 9-10=-468/105, 10-11=-468/105,
5-11=-471/105, 5-6=-669/125
BOT CHORD 2-7=-217/665
WEBS 5-7=-127/613
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 8-6-6, Exterior(2R) 8-6-6 to 12-9-5,
Interior(1) 12-9-5 to 14-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B7
Truss Type
HALF HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:38 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-lJqXPYWgSvdah21EHOqOaT7x76cXqcKlqp2srtzIDPR
Scale = 1:33.4
T1
T2
W3
B1
W1
W2
HW1
1
2
3 4
6
5
7
8
9 10
5x6 3x4
3x4
3x8 2x4
7-0-6
7-0-6
14-5-8
7-5-2
-1-6-0
1-6-0
7-0-6
7-0-6
14-5-8
7-5-2
0-
7
-
3
5-
1
-
1
2
5-
3
-
7
5-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-2-3], [4:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.99
0.32
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.01
0.03
(loc)
2-6
5-6
5
2-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 68 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=142(LC 11)
Max Uplift5=-89(LC 9), 2=-85(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-889/48, 7-8=-757/58, 3-8=-716/78, 4-5=-315/73
BOT CHORD 2-6=-142/583, 5-6=-144/579
WEBS 3-6=0/303, 3-5=-651/125
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-0-6, Exterior(2R) 7-0-6 to 11-3-5,
Interior(1) 11-3-5 to 14-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B8
Truss Type
Half Hip
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:39 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-DVOwdtXIDDlRJCcRq6Ld6gg7WWzqZ0hv3ToQNKzIDPQ
Scale = 1:27.7
T1
T2
W3
B1
W1 W2 W2
HW1
1
2
3 4 5
7
6
8
9 10
5x6 3x4
3x8
3x8
3x4
3x4
5-6-6
5-6-6
14-5-8
8-11-2
-1-6-0
1-6-0
5-6-6
5-6-6
9-10-3
4-3-13
14-5-8
4-7-5
0-
7
-
3
4-
1
-
1
2
4-
3
-
7
4-
1
-
1
2
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-2-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.95
0.32
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.21
0.01
0.01
(loc)
6-7
6-7
6
2-7
l/defl
>999
>793
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 69 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
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) 6=713/0-5-8 (min. 0-1-8), 2=880/0-3-8 (min. 0-1-8)
Max Horz2=115(LC 11)
Max Uplift6=-90(LC 9), 2=-86(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-963/51, 3-8=-828/75, 3-4=-670/94
BOT CHORD 2-7=-135/670, 6-7=-115/579
WEBS 4-6=-699/134
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-6, Exterior(2R) 5-6-6 to 9-10-3,
Interior(1) 9-10-3 to 14-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
B9G
Truss Type
Half Hip Supported
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:40 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-hiyIqDYw_XtIxMBdOpssfuCUowN3IZ72I7XzwmzIDPP
Scale = 1:26.1
T1
T2
W1
B1
ST2
ST1
ST3 ST3 ST3 ST3
HW1
1
2
3
4 5 6 7 8 9
16 15 14 13 12 11 10
17
18 19
3x8
4x4
14-5-8
14-5-8
-1-6-0
1-6-0
4-1-8
4-1-8
14-5-8
10-4-0
0-
7
-
3
3-
2
-
8
3-
4
-
3
3-
2
-
8
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.06
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
1
1
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9.
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 14-5-8.
(lb) - Max Horz2=89(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 15, 16, 14, 13, 12, 11
Max Grav All reactions 250 lb or less at joint(s) 10, 15, 16, 14, 13, 12, 11 except 2=293(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 4-1-8, Corner(3R) 4-1-8 to 7-1-8,
Exterior(2N) 7-1-8 to 14-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 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) 10, 2, 15, 16, 14, 13,
12, 11.
11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
C1
Truss Type
Common
Qty
3
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:41 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-9uWg1ZYYlq?9YWmpyWN5C5ld4Kgt1?iBWnHWSCzIDPO
Scale = 1:25.6
T1 T1
B1
W1
1
2
3
4
56
7 8
4x6
3x4 3x4 2x4
0-2-0
0-2-0
5-5-8
5-3-8
10-11-0
5-5-8
-1-6-0
1-6-0
5-5-8
5-5-8
10-11-0
5-5-8
12-5-0
1-6-0
0-
4
-
7
4-
0
-
2
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.31
0.15
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
-0.01
(loc)
2-6
2-6
4
2-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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) 2=685/0-3-8 (min. 0-1-8), 4=694/0-5-8 (min. 0-1-8)
Max Horz2=-73(LC 10)
Max Uplift2=-74(LC 12), 4=-77(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-637/70, 3-7=-514/88, 3-8=-517/88, 4-8=-639/71
BOT CHORD 2-6=0/422, 4-6=0/422
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-5-8, Exterior(2R) 5-5-8 to 8-5-8,
Interior(1) 8-5-8 to 12-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
C1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:42 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-d442FvZAW870AgL0WEvKkJIoqk06mSyLlQ04_fzIDPN
Scale = 1:25.6
T1 T1
B1
W1
ST2
ST1
ST2
ST1
1
2
3
4
56
15 16
4x6
3x4 3x4
0-2-0
0-2-0
5-5-8
5-3-8
10-11-0
5-5-8
-1-6-0
1-6-0
5-5-8
5-5-8
10-11-0
5-5-8
12-5-0
1-6-0
0-
4
-
7
4-
0
-
2
0-
4
-
7
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.31
0.15
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
-0.01
(loc)
2-6
2-6
4
2-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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.(lb/size) 2=685/0-3-8 (min. 0-1-8), 4=694/0-5-8 (min. 0-1-8)
Max Horz2=-73(LC 10)
Max Uplift2=-74(LC 12), 4=-77(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-637/70, 3-15=-514/88, 3-16=-517/88, 4-16=-639/71
BOT CHORD 2-6=0/422, 4-6=0/422
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-5-8, Exterior(2R) 5-5-8 to 8-5-8,
Interior(1) 8-5-8 to 12-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
D1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:43 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-5GeQSFaoHSFtopwC3xQZHWq?27NQVwyU_4mdW5zIDPM
Scale = 1:26.0
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15 16
4x4
4x4 4x4
10-0-0
10-0-0
-1-6-0
1-6-0
5-0-0
5-0-0
10-0-0
5-0-0
11-6-0
1-6-0
0-
7
-
3
3-
1
1
-
3
0-
7
-
3
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.09
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 10-0-0.
(lb) - Max Horz2=69(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=312(LC 1), 8=312(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 5-0-0, Corner(3R) 5-0-0 to 8-0-0,
Exterior(2N) 8-0-0 to 11-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
E1GD
Truss Type
GABLE
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:46 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-WrJZ5HchaNeRfHfnk4zGu9SVvLG4i6rxg2_H7QzIDPJ
Scale = 1:46.2
T1
T2
B1
W1 W2
W3 W4
W5
W6
W7
B1
ST1
ST2
ST3
ST4
ST5 ST6
ST71
2
3
4
5
6
7
15 14
13 12 11 10 9 8
24 25
4x4
4x4
4x4
3x12 7x8
5x8
7x8
3x6
3x4
4-0-0
4-0-0
8-0-0
4-0-0
10-0-0
2-0-0
14-10-1
4-10-1
20-0-0
5-1-15
4-0-0
4-0-0
8-0-0
4-0-0
10-0-0
2-0-0
14-10-1
4-10-1
20-0-0
5-1-15
21-6-0
1-6-0
0-
7
-
3
7-
3
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-0-8,0-1-8], [13:0-4-0,0-4-8], [14:0-3-8,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.24
0.66
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.10
0.01
0.02
(loc)
14-15
14-15
13
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 267 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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.
REACTIONS.All bearings 10-5-8 except (jt=length) 1=0-5-8.
(lb) - Max Horz1=-117(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 11, 8 except 1=-232(LC 8), 13=-490(LC 8), 10=-811(LC 19), 6=-393(LC
19), 12=-549(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 12, 9, 8 except 1=3981(LC 1), 13=7517(LC 1), 10=274(LC 14),
6=295(LC 14), 11=261(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4914/296, 2-3=-578/65, 3-4=-88/1512, 4-5=-94/1552, 5-6=-146/840
BOT CHORD 1-24=-205/3881, 15-24=-205/3881, 15-25=-205/3881, 14-25=-205/3881, 13-14=-60/398,
12-13=-659/101, 11-12=-659/101, 10-11=-659/101, 9-10=-659/101, 8-9=-659/101,
6-8=-659/101
WEBS 2-15=-258/4770, 2-14=-4282/306, 3-14=-312/5263, 3-13=-4745/319, 4-13=-1908/91,
5-13=-777/110, 5-10=-262/703
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 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
6) All plates are 2x4 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) 11, 8 except (jt=lb)
1=232, 13=490, 10=811, 6=393, 12=549.
Continued on page 2
Job
0550-23-A
Truss
E1GD
Truss Type
GABLE
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:46 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-WrJZ5HchaNeRfHfnk4zGu9SVvLG4i6rxg2_H7QzIDPJ
NOTES-
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2141 lb down and 138 lb up at 1-11-4, 2141 lb down and 138 lb up at
3-11-4, and 2142 lb down and 137 lb up at 5-11-4, and 2175 lb down and 139 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
13) Studding applied to ply: 1(Front)
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-7=-86, 1-6=-16
Concentrated Loads (lb)
Vert: 15=-2141(B) 14=-2154(B) 24=-2141(B) 25=-2142(B)
Job
0550-23-A
Truss
F1
Truss Type
Common Girder
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:47 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-_2txIcdJLgmIGRDzInUVRM?dqldxRb84vikrfszIDPI
Scale = 1:31.3
T1
T2
B1
W1 W2
W3
1
2
3
4
5
7 68 9
5x8
5x6
5x8
3x8
3x12 10x10
3-2-8
3-2-8
5-10-8
2-8-0
14-0-0
8-1-8
3-2-8
3-2-8
7-0-0
3-9-8
14-0-0
7-0-0
15-6-0
1-6-0
0-
7
-
3
5-
3
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [4:0-0-0,0-0-13], [6:0-5-0,0-6-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.36
0.56
0.60
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.02
0.03
(loc)
6-7
6-7
4
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 156 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=7028/0-5-8 (min. 0-3-12), 4=3745/0-5-8 (min. 0-2-0)
Max Horz1=-86(LC 25)
Max Uplift1=-518(LC 8), 4=-333(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-9722/747, 2-3=-7582/642, 3-4=-5753/479
BOT CHORD 1-8=-531/7694, 7-8=-531/7694, 7-9=-531/7694, 6-9=-531/7694, 4-6=-289/4559
WEBS 2-7=-187/2732, 2-6=-2004/145, 3-6=-550/7104
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 1=518,
4=333.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2177 lb down and 138 lb up at
1-11-4, and 2153 lb down and 139 lb up at 3-11-4, and 4934 lb down and 469 lb up at 5-10-8 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 1-4=-16
Continued on page 2
Job
0550-23-A
Truss
F1
Truss Type
Common Girder
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:47 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-_2txIcdJLgmIGRDzInUVRM?dqldxRb84vikrfszIDPI
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=-4934(F) 8=-2154(F) 9=-2149(F)
Job
0550-23-A
Truss
F1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:48 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-SERJVyex6_u9ubo9sU?k_aYrn84aABqD7MTOCIzIDPH
Scale: 3/8"=1'
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1 HW1
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
19 20
4x4
3x8 3x8
14-0-0
14-0-0
-1-6-0
1-6-0
7-0-0
7-0-0
14-0-0
7-0-0
15-6-0
1-6-0
0-
7
-
3
5-
3
-
3
0-
7
-
3
8.00 12
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.15
0.09
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 71 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-0-0.
(lb) - Max Horz2=-89(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=313(LC 1), 10=313(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0,
Exterior(2N) 10-0-0 to 15-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14,
13, 12.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
F2
Truss Type
Common
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:49 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-wQ?ijIfZtI00WkNMQCXzWn4tIYLSvc3NM0DxklzIDPG
Scale = 1:34.3
T1
T2
B1
W1
W2
HW2
1
2
3
4
5
2x4
4x4
4x4 3x4
8-0-0
8-0-0
1-0-0
1-0-0
8-0-0
7-0-0
9-6-0
1-6-0
4-
7
-
3
5-
3
-
3
0-
7
-
3
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.74
0.43
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.32
0.00
0.00
(loc)
3-5
3-5
3
5
l/defl
>516
>287
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Right: 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 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) 3=563/0-5-8 (min. 0-1-8), 5=370/Mechanical
Max Horz5=-138(LC 10)
Max Uplift3=-69(LC 12), 5=-26(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-277/184
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-0, Exterior(2R) 1-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-7-0 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
F3
Truss Type
Roof Special
Qty
5
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:50 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-OdZ4wefBdb8t7uyYzv2C3?d8wyZje0IWbgyVGBzIDPF
Scale = 1:33.2
T1
T2
B1 B2
B3
W1
W2
HW2
W3
1
2
3
4
5
8
7
6
2x4
4x6
3x6
4x6
2x4 4x4
5x8
5-6-8
5-6-8
8-0-0
2-5-8
1-0-0
1-0-0
5-6-8
4-6-8
8-0-0
2-5-8
9-6-0
1-6-0
3-
7
-
3
4-
3
-
3
5-
3
-
3
0-
7
-
3
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [3:0-1-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.36
0.94
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
0.03
-0.01
(loc)
7-8
7-8
4
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
WEDGE
Right: 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 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=563/0-5-8 (min. 0-1-8), 8=370/Mechanical
Max Horz8=-121(LC 8)
Max Uplift4=-77(LC 12), 8=-14(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-477/59
BOT CHORD 7-8=0/712, 4-6=0/276
WEBS 2-8=-331/223, 3-8=-629/132
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-0, Exterior(2R) 1-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-7-0 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 8.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G1
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:52 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-K?hqLKhS9DObNC6x5K4g8QiQumHe6oVp2_RcL3zIDPD
Scale = 1:68.7
T1 T2
T3
B1
B2
B3
B4
W3 W4 W3
W6
W5
W7 W8
W9
W10
W11
W1
W2
T4B5
1
2 3
4
5
6
7
8
9
10
18 17 16 15
14
13
12
11
19
20
21
22
4x6
4x4
3x4 2x4
2x4
10x10
6x8
4x6
4x4
5x8
6x8
3x6
3x4
3x4
2x4
5x6
3x8
1-7-1
1-7-1
5-10-0
4-2-15
8-3-8
2-5-8
11-0-8
2-9-0
18-11-5
7-10-13
27-6-0
8-6-11
1-7-1
1-7-1
5-10-0
4-2-15
8-3-8
2-5-8
11-0-8
2-9-0
16-3-11
5-3-3
21-6-14
5-3-3
27-6-0
5-11-2
29-0-0
1-6-0
10
-
4
-
1
0
11
-
0
-
6
11
-
2
-
3
0-
4
-
3
4-
0
-
0
11
-
0
-
6
6.00 12
3.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-12], [3:0-2-0,0-0-12], [7:0-2-0,Edge], [9:0-0-14,0-0-7], [14:0-2-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.59
0.78
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.40
-0.62
0.43
0.10
(loc)
11-13
11-13
9
11-13
l/defl
>808
>523
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 210 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W5,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-17, 1-18
2 Rows at 1/3 pts 3-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 18=1378/0-5-8 (min. 0-1-8), 9=1543/0-5-8 (min. 0-1-9)
Max Horz18=-295(LC 10)
Max Uplift18=-85(LC 12), 9=-117(LC 12)
Max Grav18=1445(LC 18), 9=1543(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-287/182, 2-19=-618/166, 3-19=-618/166, 3-4=-1549/129, 4-20=-1573/107,
5-20=-1637/98, 5-6=-2512/103, 6-7=-3901/154, 7-8=-3981/140, 8-21=-4330/218,
9-21=-4441/198, 1-18=-1378/192
BOT CHORD 17-18=-258/314, 17-22=-191/308, 16-22=-191/308, 13-14=0/2176, 12-13=-13/3200,
11-12=-23/3182, 9-11=-121/3955
WEBS 2-17=-1224/269, 2-16=-161/1162, 3-16=-1958/0, 14-16=-73/1338, 3-14=0/2471,
5-14=-1410/76, 5-13=0/1246, 6-13=-1010/142, 6-11=0/705, 8-11=-416/139, 1-17=-171/1287
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-10-0, Exterior(2R) 5-10-0 to 10-0-15, Interior(1) 10-0-15 to
29-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 = 8.0psf.
6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb)
9=117.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G1G
Truss Type
GABLE
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:53 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-oCECZgi4wWWS_Mh7f2bvhdFiZ9pmrSMzHeB9tWzIDPC
Scale = 1:22.1
W1
T1
B1
ST1
ST2
1
2
3
4
5
8 7 6
2x4
2x4
2x4 2x4
2x4
2x4
2x4
6-0-0
6-0-0
7-6-0
1-6-0
3-
4
-
3
0-
4
-
3
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 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 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 6-0-0.
(lb) - Max Horz8=-90(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 8, 4, 7, 6
Max Grav All reactions 250 lb or less at joint(s) 8, 6 except 4=279(LC 1), 7=258(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-3-8, Interior(1) 4-3-8 to 7-6-13 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
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) 8, 4, 7, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G2
Truss Type
ROOF SPECIAL
Qty
5
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:54 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-HOobm0iihqeJcWGJCl68DromNZ_Oah86WIwiPyzIDPB
Scale = 1:70.0
T1
T2
B1
B2
B3
B4
W3
W5
W4
W6 W7
W8
W9
W10
W1
W2
T3
B5
1
2
3
4
5
6
7
8
9
16 15 14
13
12
11
10
17
18
19
20
5x8
3x4
3x4 2x4
2x4
8x10
6x8
4x6
5x8
3x6
3x4
3x4
2x4
4x6
3x8
3-8-9
3-8-9
8-3-8
4-6-15
11-0-8
2-9-0
18-11-5
7-10-13
27-6-0
8-6-11
3-8-9
3-8-9
8-3-8
4-6-15
11-0-8
2-9-0
16-3-11
5-3-3
21-6-14
5-3-3
27-6-0
5-11-2
29-0-0
1-6-0
10
-
4
-
1
0
12
-
2
-
1
4
0-
4
-
3
4-
0
-
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [8:0-0-14,0-0-7], [13:0-2-12,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.59
0.70
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.55
0.37
0.09
(loc)
10-12
10-12
8
10-12
l/defl
>946
>597
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 187 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-15, 1-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1378/0-5-8 (min. 0-1-8), 8=1543/0-5-8 (min. 0-1-9)
Max Horz16=-310(LC 10)
Max Uplift16=-85(LC 12), 8=-117(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-471/176, 17-18=-409/177, 2-18=-355/188, 2-19=-1529/181, 3-19=-1616/170,
3-4=-1593/128, 4-5=-2496/131, 5-6=-3730/197, 6-7=-3920/186, 7-20=-4330/266,
8-20=-4440/246, 1-16=-1352/181
BOT CHORD 15-16=-259/326, 3-13=-303/86, 12-13=0/2094, 11-12=-46/3202, 10-11=-56/3183,
8-10=-164/3949
WEBS 2-15=-1280/0, 13-15=-157/551, 2-13=0/2053, 4-13=-1353/84, 4-12=-9/1169,
5-12=-1007/158, 5-10=-5/552, 7-10=-418/147, 1-15=-174/1092
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-8-9, Exterior(2R) 3-8-9 to 6-8-9,
Interior(1) 6-8-9 to 29-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
8=117.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G3
Truss Type
ROOF SPECIAL
Qty
3
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:55 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-laMzzMjKS8mAEfrVmTdNm2KsqzLjJ8QFkygGxOzIDPA
Scale = 1:71.9
T1
T2
B1
B2
B3
B4
W4
W6
W5
W7 W8
W9
W10
W11
W1
W3
W2
T3
B5
1
2
3
4
5
6
7
8
9
17 16 15 14
13
12
11
10
18
19
20
21
22
6x8
3x4
3x4 2x4
2x4
7x8
5x8
4x6
5x8
4x4
3x4
3x4
2x4
5x14
2x4
3x8
2-8-12
2-8-12
3-8-9
0-11-13
8-3-8
4-6-15
11-0-8
2-9-0
18-11-5
7-10-13
27-6-0
8-6-11
3-8-9
3-8-9
8-3-8
4-6-15
11-0-8
2-9-0
16-3-11
5-3-3
21-6-14
5-3-3
27-6-0
5-11-2
29-0-0
1-6-0
10
-
4
-
1
0
12
-
2
-
1
4
0-
4
-
3
4-
0
-
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-2-8], [8:0-0-10,Edge], [13:0-2-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.93
0.63
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.44
0.31
0.07
(loc)
10-12
10-12
8
10
l/defl
>999
>670
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 200 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-17,15-16.
WEBS 1 Row at midpt 2-15, 1-17, 1-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1526/0-5-8 (min. 0-1-10), 8=1395/0-5-8 (min. 0-1-8)
Max Horz16=-310(LC 10)
Max Uplift16=-138(LC 12), 8=-106(LC 12)
Max Grav16=1526(LC 1), 8=1404(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-1013/114, 3-20=-1104/103, 3-4=-1074/61, 4-5=-1905/54, 5-6=-3171/125,
6-7=-3361/114, 7-21=-3792/196, 8-21=-3901/176
BOT CHORD 15-16=-372/381, 3-13=-305/86, 12-13=0/1570, 11-12=0/2671, 10-11=0/2652,
8-10=-101/3461
WEBS 2-15=-1334/0, 13-15=-300/431, 2-13=0/1690, 4-13=-1238/70, 4-12=0/1043, 5-12=-1019/160,
5-10=-9/575, 7-10=-445/152, 1-15=-175/1032, 1-16=-1109/219
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-8-9, Exterior(2R) 3-8-9 to 6-8-9,
Interior(1) 6-8-9 to 29-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=138,
8=106.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G4
Truss Type
ROOF SPECIAL
Qty
6
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:57 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-hzUjO1la_l0tTz_uutgrrTPEsnyIn2QYCG9N0HzIDP8
Scale = 1:71.1
T1 T2
B1
B3
W3 W4
W5
W6
W7
W8
W9
W10
W1
W2
T3
B2
B4
1
2
3
4
5
6
7
8
9
16 15 14 13 12
11
10
17
18 19
20
5x6
3x6
3x4 3x6
8x12 MT20HS
6x16 MT20HS
3x4
5x14 3x12
4x6
3x4
3x4
2x4
5x6
5x10 M18AHS
6-9-0
6-9-0
13-2-9
6-5-8
20-6-8
7-4-0
28-5-5
7-10-13
37-0-0
8-6-11
6-9-0
6-9-0
13-2-9
6-5-8
20-6-8
7-4-0
25-9-11
5-3-3
31-0-14
5-3-3
37-0-0
5-11-2
38-6-0
1-6-0
1-
7
-
1
0
8-
2
-
1
4
12
-
2
-
1
4
0-
4
-
3
4-
0
-
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [8:0-2-7,Edge], [14:0-3-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.83
0.94
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.62
-0.95
0.41
0.19
(loc)
10-12
10-12
8
10-12
l/defl
>712
>463
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18AHS
Weight: 180 lb FT = 20%
GRIP
220/195
165/146
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 8-10.
WEBS 1 Row at midpt 4-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1864/0-5-8 (min. 0-2-0), 8=2026/0-5-8 (min. 0-2-1)
Max Horz16=-173(LC 10)
Max Uplift16=-97(LC 12), 8=-161(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-2603/187, 2-17=-2461/201, 2-18=-2379/210, 3-18=-2244/232, 3-19=-2244/221,
4-19=-2391/207, 4-5=-4581/301, 5-6=-5710/349, 6-7=-5858/339, 7-20=-6209/416,
8-20=-6322/396, 1-16=-1807/161
BOT CHORD 15-16=-100/251, 14-15=-100/251, 13-14=0/2227, 12-13=-93/3963, 11-12=-207/5029,
10-11=-216/5010, 8-10=-327/5655
WEBS 2-14=-346/83, 2-13=-457/105, 3-13=-76/1465, 4-13=-2286/189, 4-12=-26/1594,
5-12=-897/116, 5-10=0/508, 7-10=-371/123, 1-14=-117/2121
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-10-2, Interior(1) 3-10-2 to 13-2-9, Exterior(2R) 13-2-9 to
16-10-15, Interior(1) 16-10-15 to 38-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
8=161.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G5
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:59 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-dLcUpjmrWMGbjH8H?IiJwuVZrahdFwQrfaeT49zIDP6
Scale = 1:84.2
T2 T2
B1
W10
B3
B4
W3
W4 W5
W6 W7
W9
W8 W11
W12 W13
W14 W15
W1
W2
T1
T3
B2 HW2
SB1
1
2
3
4
5
6
7
8
9
10
11
12
22 21
20 19 18 17
16
15
14
13
23 24
25
26
3x6
8x10
3x8
3x4 3x6 2x4
2x4
12x12
6x16 MT20HS
6x16 MT20HS WB
3x4
5x8
3x4
3x4
6x8
5x8
3x4
3x4
2x4 4x6
5x14
6-6-3
6-6-3
12-8-14
6-2-11
18-11-9
6-2-11
21-6-0
2-6-8
26-3-8
4-9-8
34-2-5
7-10-13
42-9-0
8-6-11
6-6-3
6-6-3
12-8-14
6-2-11
18-11-9
6-2-11
21-6-0
2-6-8
26-3-8
4-9-8
31-6-11
5-3-3
36-9-14
5-3-3
42-9-0
5-11-2
44-3-0
1-6-0
2-
9
-
2
12
-
2
-
1
4
0-
4
-
3
4-
0
-
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [11:0-2-7,Edge], [15:0-8-0,Edge], [18:0-1-12,0-2-0], [21:0-3-4,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.86
0.76
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.79
-1.19
0.77
0.23
(loc)
13-15
13-15
11
13-15
l/defl
>640
>428
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 264 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B4,B5: 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except*
W7,W9,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-17, 3-19, 4-19, 4-18, 7-16
2 Rows at 1/3 pts 5-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 22=2157/Mechanical, 11=2318/0-5-8 (min. 0-2-5)
Max Horz22=-220(LC 10)
Max Uplift22=-122(LC 12), 11=-170(LC 12)
Max Grav22=2164(LC 17), 11=2318(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2463/188, 2-3=-2278/201, 3-4=-2580/263, 4-23=-2263/266, 5-23=-2137/287,
5-6=-3851/349, 6-24=-3822/297, 7-24=-3934/290, 7-8=-5797/351, 8-9=-6980/403,
9-10=-7097/392, 10-25=-7335/465, 11-25=-7445/445, 1-22=-2106/189
BOT CHORD 20-21=-57/2235, 19-20=-57/2235, 19-26=-35/2307, 18-26=-35/2307, 15-16=-132/5029,
14-15=-262/6150, 13-14=-271/6135, 11-13=-371/6683
WEBS 6-16=-295/99, 3-21=-705/112, 4-18=-636/106, 5-18=-2441/0, 16-18=0/3635,
5-16=-155/4961, 7-16=-2229/150, 7-15=-49/1953, 8-15=-934/126, 8-13=0/581,
10-13=-323/116, 1-21=-144/2193
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-5-1, Interior(1) 4-5-1 to 18-11-9, Exterior(2R) 18-11-9 to 23-2-13
, Interior(1) 23-2-13 to 44-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
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 = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=122,
11=170.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
0550-23-A
Truss
G5
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:25:59 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-dLcUpjmrWMGbjH8H?IiJwuVZrahdFwQrfaeT49zIDP6
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G6
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:01 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-akjEEPo52_XJyaIf7jkn?Jax7OM7jr787u7a92zIDP4
Scale = 1:79.5
T2
T3
T4
B1
W11
B3
B4
W3 W4
W5
W6 W7
W9
W10 W12
W13 W14
W15 W16
W1
W2 W8
T1
T5
B2 HW2
SB1
1
2
3
4
5 6
7
8
9
10
11
12
22 21
20 19 18 17
16
15
14
13
23
24
25
26
27
3x6
6x8
5x8
3x8
3x6 2x4
6x16 MT20HS
6x16 MT20HS WB
5x8 7x8
12x20
5x8
2x4 5x6
5x14
5-10-6
5-10-6
11-5-3
5-6-14
17-0-1
5-6-14
20-11-0
3-10-15
21-6-0
0-7-0
26-3-8
4-9-8
34-2-5
7-10-13
42-9-0
8-6-11
5-10-6
5-10-6
11-5-3
5-6-14
17-0-1
5-6-14
20-11-0
3-10-15
21-6-0
0-7-0
26-3-8
4-9-8
31-6-11
5-3-3
36-9-14
5-3-3
42-9-0
5-11-2
44-3-0
1-6-0
2-
9
-
2
11
-
1
-
6
11
-
3
-
3
0-
4
-
3
4-
0
-
0
11
-
1
-
6
6.00 12
3.00 12
Plate Offsets (X,Y)-- [5:0-4-6,Edge], [6:0-2-12,0-1-4], [11:0-2-7,Edge], [15:0-8-0,Edge], [21:0-3-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.75
0.76
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.70
-1.05
0.61
0.20
(loc)
13-15
13-15
11
13-15
l/defl
>731
>487
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 268 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T4,T5: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B4,B5: 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except*
W9,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (3-6-1 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 4-18, 5-18, 7-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 22=2157/Mechanical, 11=2318/0-5-8 (min. 0-2-5)
Max Horz22=-204(LC 10)
Max Uplift22=-122(LC 12), 11=-170(LC 12)
Max Grav22=2164(LC 17), 11=2318(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2371/188, 2-3=-2206/200, 3-23=-2587/257, 4-23=-2401/259, 4-5=-2371/283,
5-24=-3368/300, 6-24=-3370/300, 6-7=-3958/311, 7-25=-5611/378, 8-25=-5798/360,
8-9=-7014/427, 9-10=-7093/413, 10-26=-7331/489, 11-26=-7447/469, 1-22=-2110/186
BOT CHORD 20-21=-57/2151, 19-20=-57/2151, 19-27=-45/2315, 18-27=-45/2315, 15-16=-157/5031,
14-15=-285/6151, 13-14=-294/6135, 11-13=-393/6680
WEBS 6-16=-53/1307, 3-21=-783/112, 3-19=0/319, 4-18=-459/90, 5-18=-1366/0, 5-16=-51/2420,
7-16=-2152/171, 7-15=-53/1952, 8-15=-933/125, 8-13=0/582, 10-13=-313/115,
1-21=-145/2160, 16-18=-1/2755
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-5-1, Interior(1) 4-5-1 to 17-0-1, Exterior(2E) 17-0-1 to 20-11-0,
Exterior(2R) 20-11-0 to 26-11-9, Interior(1) 26-11-9 to 44-3-13 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=122
, 11=170.
Continued on page 2
Job
0550-23-A
Truss
G6
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:01 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-akjEEPo52_XJyaIf7jkn?Jax7OM7jr787u7a92zIDP4
NOTES-
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G7
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:03 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-W7r_f5pLabn1BuS2E8nF5kfC2B2bBk9RaCchExzIDP2
Scale = 1:82.2
T2
T3
T4
B1
B3
B4
B5
W3
W4 W5
W7
W6 W8 W9
W10
W11 W12
W13 W14
W1
W2
T1
T5
B2 HW2
SB1
1
2
3
4 5 6
7
8
9 10
11
12
22 21 20 19 18
17
16 15
14
13
23
24
25 26 27
28
29
30
3x6
6x8
5x8
3x8
3x4 3x6 2x4
4x6
6x16 MT20HS
6x16 MT20HS WB
3x4
5x8
5x8
10x14 MT20HS
5x8
4x4
3x4
3x4
2x4
5x6
5x14
7-3-12
7-3-12
14-4-1
7-0-4
21-6-0
7-1-15
23-7-0
2-1-0
26-3-8
2-8-8
34-2-5
7-10-13
42-9-0
8-6-11
7-3-12
7-3-12
14-4-1
7-0-4
21-6-0
7-1-15
23-7-0
2-1-0
26-3-8
2-8-8
31-6-11
5-3-3
36-9-14
5-3-3
42-9-0
5-11-2
44-3-0
1-6-0
2-
9
-
2
9-
9
-
6
9-
1
1
-
3
0-
4
-
3
4-
0
-
0
9-
9
-
6
6.00 12
3.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [4:0-4-6,Edge], [6:0-4-6,Edge], [7:0-0-12,0-1-12], [11:0-2-7,Edge], [15:0-8-0,Edge], [17:0-9-8,0-5-0], [19:0-1-8,0-2-8], [20:0-2-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.98
0.76
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.75
-1.12
0.64
0.22
(loc)
13-15
13-15
11
13-15
l/defl
>680
>452
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 252 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3,T5: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B3: 2x4 DF Stud/Std, B5,B6: 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except*
W7,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
WEDGE
Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-19, 4-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 22=2158/Mechanical, 11=2319/0-5-8 (min. 0-2-5)
Max Horz22=-184(LC 10)
Max Uplift22=-121(LC 12), 11=-169(LC 12)
Max Grav22=2170(LC 17), 11=2319(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23=-2562/211, 2-23=-2424/216, 2-3=-2358/227, 3-24=-2554/250, 4-24=-2405/274,
4-25=-4384/350, 25-26=-4384/350, 26-27=-4386/350, 5-27=-4388/350, 5-6=-4073/326,
6-7=-4618/358, 7-28=-5675/391, 8-28=-5788/378, 8-9=-7019/447, 9-10=-7095/428,
10-29=-7336/506, 11-29=-7452/486, 1-22=-2100/196
BOT CHORD 20-30=-73/2292, 19-30=-73/2292, 5-17=-190/272, 16-17=-106/4391, 15-16=-164/5014,
14-15=-306/6163, 13-14=-316/6147, 11-13=-408/6679
WEBS 3-20=-632/113, 3-19=-156/281, 4-19=-1128/46, 17-19=-34/2558, 4-17=-103/2771,
5-16=-950/71, 6-16=-165/1995, 7-16=-1865/158, 7-15=-70/1913, 8-15=-962/137,
8-13=0/580, 10-13=-294/114, 1-20=-149/2232
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-5-1, Interior(1) 4-5-1 to 14-4-1, Exterior(2R) 14-4-1 to 20-4-10,
Interior(1) 20-4-10 to 23-7-0, Exterior(2R) 23-7-0 to 29-7-9, Interior(1) 29-7-9 to 44-3-13 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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 = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=121,
11=169.
Continued on page 2
Job
0550-23-A
Truss
G7
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:03 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-W7r_f5pLabn1BuS2E8nF5kfC2B2bBk9RaCchExzIDP2
NOTES-
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G8
Truss Type
HIP
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:04 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-_JPMsRqzKvvup21EosIUdyCQLbN6wBVapsMEmNzIDP1
Scale = 1:73.5
T1
T2
T3
B1
W3 W4
W5
W6
W7
W6
W5
W8 W9
W10
W1
W2
T4
B3B2
1
2
3 4 5
6
7
8
9
17 16 15
14 13 12
11 10
18
19
20 21 22
23
24
25
26 27 28 29
5x6
5x6
3x6
3x4 4x6
3x4
5x8 3x8
3x8
2x4 3x8
3x4
3x4
2x4 5x6
3x8
4x6
5-11-12
5-11-12
11-8-1
5-8-4
18-11-9
7-3-8
26-3-0
7-3-8
34-2-12
7-11-12
42-9-0
8-6-4
5-11-12
5-11-12
11-8-1
5-8-4
18-11-9
7-3-8
26-3-0
7-3-8
31-6-13
5-3-13
36-10-11
5-3-13
42-9-0
5-10-5
2-
9
-
2
8-
5
-
6
8-
7
-
3
0-
4
-
3
8-
5
-
6
6.00 12
Plate Offsets (X,Y)-- [9:0-8-0,0-0-6], [16:0-3-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.82
0.80
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.46
0.16
0.09
(loc)
10-12
10-12
9
12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 233 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except
end verticals, and 2-0-0 oc purlins (2-11-8 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-15, 4-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 17=2170/Mechanical, 9=2170/Mechanical
Max Horz17=-155(LC 10)
Max Uplift17=-123(LC 12), 9=-122(LC 12)
Max Grav17=2224(LC 17), 9=2254(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-2453/203, 18-19=-2292/214, 2-19=-2274/215, 2-3=-2673/267, 3-20=-2311/264,
20-21=-2312/264, 4-21=-2314/264, 4-22=-2814/292, 22-23=-2812/292, 5-23=-2810/292,
5-6=-3222/302, 6-24=-3960/322, 7-24=-4024/312, 7-8=-4110/304, 8-25=-4239/333,
9-25=-4381/322, 1-17=-2135/192
BOT CHORD 15-16=-101/2195, 15-26=-115/2994, 14-26=-115/2994, 13-14=-115/2994, 13-27=-115/2994,
12-27=-115/2994, 11-12=-177/3298, 11-28=-177/3298, 28-29=-177/3298, 10-29=-177/3298,
9-10=-247/3843
WEBS 2-16=-786/111, 2-15=-19/467, 3-15=-25/756, 4-15=-1105/76, 4-13=0/399, 4-12=-559/37,
5-12=-41/994, 6-12=-762/122, 6-10=-13/647, 8-10=-441/109, 1-16=-152/2231
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-5-1, Interior(1) 4-5-1 to 11-8-1, Exterior(2R) 11-8-1 to 17-8-10,
Interior(1) 17-8-10 to 26-3-0, Exterior(2R) 26-3-0 to 32-3-9, Interior(1) 32-3-9 to 42-8-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
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 = 8.0psf.
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) 17=123,
9=122.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G9
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:06 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-wiX7H6sEsW9c2MAdvGKyiNHlaP1yO5otG9rLqGzIDP?
Scale = 1:76.8
T1
T2
T4
T5
W15
B1
B3
B4 B5
B6
W3 W4
W5 W6 W7
W6
W7
W6
W5
W9
W8
W10
W11
W12
W14
W13
W1 W2
T3
B1B2SB1
1
2
3 4 5 6 7
8
9 10 11
25 24 23
22 21 20 19 18 17
16
15
14
13 12
26 27 28 29
30
31
32
33 34 35
6x8
3x6
6x8
3x6 3x4 3x6 2x4
3x4
12x12
10x10
3x4
2x4
3x4
5x8 3x4
5x8
2x4
2x4
3x8
6x8
8x12 MT20HS
2x4
5x8
4x6
5x6 WB
4-7-12
4-7-12
9-0-1
4-4-4
15-7-2
6-7-1
22-3-15
6-8-13
28-11-0
6-7-1
31-8-8
2-9-8
37-1-0
5-4-8
41-3-8
4-2-8
42-9-0
1-5-8
4-7-12
4-7-12
9-0-1
4-4-4
15-7-2
6-7-1
22-3-15
6-8-13
28-11-0
6-7-1
31-8-8
2-9-8
37-1-0
5-4-8
41-3-8
4-2-8
42-9-0
1-5-8
2-
9
-
2
7-
1
-
6
3-
2
-
3
7-
3
-
3
3-
2
-
3
1-
0
-
0
7-
1
-
6
6.00 12
Plate Offsets (X,Y)-- [3:0-4-6,Edge], [7:0-6-4,0-1-0], [9:0-2-12,0-3-0], [14:0-4-12,Edge], [18:0-1-8,0-1-12], [24:0-3-8,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.83
0.91
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.43
-0.63
0.29
0.13
(loc)
18-19
18-19
12
15-16
l/defl
>999
>812
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 262 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B3,B5: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W9,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (2-10-4 max.): 3-7, 9-11.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-21, 6-18, 9-16, 9-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=2165/Mechanical, 25=2165/0-2-8 (min. 0-2-6)
Max Horz25=135(LC 11)
Max Uplift12=-123(LC 12), 25=-122(LC 12)
Max Grav12=2199(LC 18), 25=2221(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2204/205, 2-3=-2622/264, 3-26=-3255/326, 26-27=-3255/325, 4-27=-3257/325,
4-28=-3255/324, 5-28=-3255/324, 5-6=-3255/324, 6-29=-3031/314, 29-30=-3029/314,
7-30=-3028/314, 7-8=-4385/425, 8-31=-4379/372, 9-31=-4481/360, 9-32=-1446/120,
10-32=-1445/120, 10-11=-1328/112, 11-12=-2097/181, 1-25=-2148/200
BOT CHORD 23-24=-216/1969, 23-33=-206/2344, 22-33=-206/2344, 21-22=-206/2344, 20-21=-283/3531,
20-34=-283/3531, 19-34=-283/3531, 19-35=-283/3531, 18-35=-283/3531, 8-16=-266/115,
15-16=-456/5616, 14-15=-460/5607, 10-14=-332/73
WEBS 2-24=-966/120, 2-23=-23/686, 3-23=-414/64, 3-21=-104/1465, 4-21=-639/118,
6-21=-438/29, 6-19=0/344, 6-18=-907/57, 7-18=-546/93, 16-18=-228/3103, 7-16=-203/2227,
9-16=-1802/135, 9-14=-4579/341, 11-14=-224/2477, 1-24=-166/2126
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 9-0-1, Exterior(2R) 9-0-1 to 13-3-6,
Interior(1) 13-3-6 to 28-11-0, Exterior(2R) 28-11-0 to 33-2-5, Interior(1) 33-2-5 to 42-7-4 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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 = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 25.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=123,
25=122.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
Job
0550-23-A
Truss
G9
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:06 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-wiX7H6sEsW9c2MAdvGKyiNHlaP1yO5otG9rLqGzIDP?
LOAD CASE(S) Standard
Job
0550-23-A
Truss
G10
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:11 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-HfK0KqwMh2nu973aiqw7PQ?f?Qne3ObcQRY6VTzIDOw
Scale = 1:78.1
T1
T2
T4
T5
W14
B2
B5
B6
B7
B8
W3 W4 W5 W4 W5 W4 W5 W4 W5
W7
W6
W8 W9 W10 W11 W10 W13
W12
W1 W2
T3
B4B3B1 B1
1
2 3 4 5 6 7 8
9 10 11 12
28 27 26 25
24 23 22 21 20 19
18
17 16
15
14 13
29 30 31 32
33 34
35 36 37 38 39 40 41 42 43 44 45 46 47 48
6x8
3x6
5x8 M18AHS
5x8
5x8 3x8 M18AHS
6x8 4x6
8x10
5x8
2x4
5x6 6x8
2x4 3x8
2x4
2x4
5x8 5x8
3x8
2x4
2x4
6x8
8x10
6x8
5x6
6x8
6-4-1
6-4-1
11-3-10
4-11-9
16-4-14
5-1-5
21-6-3
5-1-5
26-7-7
5-1-5
31-8-8
5-1-1
34-7-0
2-10-8
37-11-4
3-4-4
41-3-8
3-4-4
42-9-0
1-5-8
6-4-1
6-4-1
11-3-10
4-11-9
16-4-14
5-1-5
21-6-3
5-1-5
26-7-7
5-1-5
31-7-0
4-11-9
34-7-0
3-0-0
37-11-4
3-4-4
41-3-8
3-4-4
42-9-0
1-5-8
2-
9
-
2
5-
9
-
6
4-
5
-
3
5-
1
1
-
3
4-
5
-
3
1-
0
-
0
5-
9
-
6
6.00 12
Plate Offsets (X,Y)-- [2:0-4-6,Edge], [8:0-4-6,Edge], [9:0-2-12,0-2-8], [15:0-5-8,0-4-12], [16:0-1-8,0-3-0], [18:0-3-8,0-5-0], [19:Edge,0-3-8], [20:0-2-8,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.75
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.42
-0.61
0.20
0.17
(loc)
20-21
20-21
13
20-21
l/defl
>999
>833
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18AHS
Weight: 599 lb FT = 20%
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E *Except*
B5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr, B7: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W7,W10,W12,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-4-8 max.): 2-8, 9-12.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
REACTIONS.(lb/size) 13=4942/Mechanical, 28=4834/(0-2-8 + bearing block) (req. 0-2-9)
Max Horz28=64(LC 26)
Max Uplift13=-461(LC 8), 28=-588(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5465/677, 2-3=-7565/938, 3-29=-7563/938, 4-29=-7563/938, 4-30=-9749/1162,
5-30=-9749/1162, 5-6=-9749/1162, 6-31=-9749/1162, 7-31=-9749/1162, 7-32=-8894/957,
8-32=-8892/958, 8-9=-9875/1055, 9-10=-6745/658, 10-11=-6745/658, 11-12=-2048/201,
12-13=-4776/433, 1-28=-4427/543
BOT CHORD 26-36=-570/4874, 36-37=-570/4874, 25-37=-570/4874, 25-38=-1074/9241, 38-39=-1074/9241,
24-39=-1074/9241, 24-40=-1074/9241, 23-40=-1074/9241, 22-23=-1074/9241,
22-41=-1074/9241, 21-41=-1074/9241, 21-42=-1008/9169, 42-43=-1008/9169,
20-43=-1008/9169, 20-44=-116/1038, 44-45=-116/1038, 19-45=-116/1038, 18-19=-53/697,
8-18=-434/4151, 18-46=-1031/10500, 17-46=-1031/10500, 17-47=-1030/10468,
16-47=-1030/10468, 16-48=-210/2182, 15-48=-211/2224, 11-15=-3934/387
WEBS 2-26=-726/82, 2-25=-472/4036, 3-25=-324/49, 4-25=-2461/273, 4-23=-122/1008,
4-21=-60/762, 7-21=-159/913, 7-20=-717/69, 18-20=-910/8295, 7-18=-511/143,
9-18=-2249/174, 9-17=-24/654, 9-16=-5030/550, 11-16=-591/6052, 12-15=-454/5028,
1-26=-601/5112
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: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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) 2x6 DF 1800F 1.6E bearing block 12" long at jt. 28 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total
fasteners per block. Bearing is assumed to be DF 2400F 2.0E.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
6) Provide adequate drainage to prevent water ponding.
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.
Continued on page 2
Job
0550-23-A
Truss
G10
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:11 2023 Page 2
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-HfK0KqwMh2nu973aiqw7PQ?f?Qne3ObcQRY6VTzIDOw
NOTES-
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) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=461, 28=588.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 58 lb up at 1-8-4, 362 lb down and 58 lb up at 3-8-4, 362
lb down and 58 lb up at 5-8-4, 362 lb down and 58 lb up at 7-8-4, 362 lb down and 58 lb up at 9-8-4, 362 lb down and 58 lb up at 11-8-4, 362 lb down and 58 lb up at 13-8-4
, 362 lb down and 58 lb up at 15-8-4, 362 lb down and 58 lb up at 17-8-4, 362 lb down and 58 lb up at 19-8-4, 362 lb down and 58 lb up at 21-8-4, 362 lb down and 58 lb up
at 23-8-4, 362 lb down and 58 lb up at 25-8-4, 362 lb down and 58 lb up at 27-8-4, 362 lb down and 58 lb up at 29-8-4, 362 lb down and 22 lb up at 31-6-12, 362 lb down
and 22 lb up at 33-8-4, 362 lb down and 22 lb up at 35-8-4, 362 lb down and 22 lb up at 37-8-4, and 362 lb down and 22 lb up at 39-8-4, and 363 lb down and 34 lb up at
41-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-43, 2-8=-43, 8-9=-43, 9-12=-43, 19-28=-8, 15-18=-8, 13-14=-8
Concentrated Loads (lb)
Vert: 19=-362(F) 21=-362(F) 16=-362(F) 15=-363(F) 22=-362(F) 33=-362(F) 34=-362(F) 35=-362(F) 36=-362(F) 37=-362(F) 38=-362(F) 39=-362(F) 40=-362(F)
41=-362(F) 42=-362(F) 43=-362(F) 44=-362(F) 45=-362(F) 46=-362(F) 47=-362(F) 48=-362(F)
Job
0550-23-A
Truss
LY01
Truss Type
Lay-In Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:12 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-lsuOYAw?SMvlmHenGXRMyeXrbqBvo_elf5If1vzIDOv
Scale = 1:82.7
T2
W1
B1
ST4
ST3
ST2
ST11
2
3
4
5
6
7
12 11 10 9 8
13
3x4
3x8
5x8 M18AHS
4x4
10-2-5
10-2-5
10-2-5
10-2-5
15
-
2
-
5
17.89 12
Plate Offsets (X,Y)-- [8:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.61
0.49
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
M18AHS
Weight: 96 lb FT = 20%
GRIP
220/195
169/162
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 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 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-8, 6-9, 5-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 10-2-5.
(lb) - Max Horz1=398(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 10 except 8=-246(LC 11), 1=-311(LC 10), 9=-165(LC 12), 11=-119(LC
12), 12=-120(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 1=440(LC 9), 12=264(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-860/843, 2-3=-718/687, 3-4=-711/711, 4-13=-567/548, 5-13=-560/572, 5-6=-450/471
WEBS 6-9=-413/352
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-3-4 to 4-6-3, Exterior(2R) 4-6-3 to 10-0-9 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
8=246, 1=311, 9=165, 11=119, 12=120.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
LY02
Truss Type
Lay-In Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:14 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-hE08zryF_z9T0an9NyTq13dKtdzYGwg26Pnm5ozIDOt
Scale = 1:69.4
T2 T2
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1T1 T1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
27 26 25 24
23
22 21 20 19 18 17 16
28 29
4x6
4x4
4x6
3x4
3x4
3x4
25-0-7
25-0-7
12-6-4
12-6-4
25-0-7
12-6-3
11
-
3
-
6
10.82 12
Plate Offsets (X,Y)-- [3:0-2-0,0-2-4], [13:0-2-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.03
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
15
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 165 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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.
WEBS 1 Row at midpt 8-21, 7-22, 9-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 25-0-7.
(lb) - Max Horz1=-186(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 22, 24, 25, 26, 27, 20, 19, 18, 17, 16, 15
Max Grav All reactions 250 lb or less at joint(s) 1, 21, 22, 24, 25, 26, 27, 20, 19, 18, 17, 16, 15
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 12-6-4, Exterior(2R) 12-6-4 to 15-6-4,
Interior(1) 15-6-4 to 24-7-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 22, 24, 25, 26, 27,
20, 19, 18, 17, 16, 15.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
LY03
Truss Type
Lay-In Gable
Qty
1
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:15 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-9QZXABztlHHKdkMLxf_3aG9VX1J??PjCL3WJeEzIDOs
Scale = 1:24.5
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 6
9
10
2x4
4x4
2x4 2x4 2x4
2x4
2x4
2x4
8-0-4
8-0-4
4-0-2
4-0-2
8-0-4
4-0-2
3-
7
-
6
10.82 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.05
0.02
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 32 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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 8-0-4.
(lb) - Max Horz1=-56(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 8, 6
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 4-0-2, Exterior(2R) 4-0-2 to 7-0-2,
Interior(1) 7-0-2 to 7-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
0550-23-A
Truss
M1
Truss Type
Jack-Closed
Qty
15
Ply
1
L10 B3 Copper Heights / Clayton-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Tue May 9 12:26:16 2023 Page 1
ID:yT4OoXuGP4Mz8vsBAU3Yg?zIFLz-dd7vNXzVWbPBFuxYVNWI6UiZqRZjkpjLZjGtAgzIDOr
Scale = 1:35.2
T1
W2
B1
W1
HW1
1
2
3
4
5
6
2x4
3x4
4x4
2x4
8-0-0
8-0-0
-1-6-0
1-6-0
3-10-11
3-10-11
8-0-0
4-1-5
0-
7
-
3
5-
1
1
-
3
8.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.43
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.32
0.00
0.00
(loc)
2-5
2-5
5
2
l/defl
>516
>287
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 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 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) 5=370/Mechanical, 2=563/0-5-8 (min. 0-1-8)
Max Horz2=160(LC 9)
Max Uplift5=-50(LC 9), 2=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-403/66
WEBS 3-5=-290/167
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard