Roof Truss Engineering - B412
3x6 2x4
4x10
4x4
3x4
3x4
3x4
6x6
1.5x4
3x10
4x10
2x4 4x4
SNP3
JUS26 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24
91
82
28 29 30 31 33 34151413321211 10 35 36
3 20 21 4 22 23 5 24 25 6 26 27 7
T1
T2
T1
B1 B2
W1 W1W2W3W2W3W2W3W2
0-1-1
24-1-1
0-1-1
6-0-0
2-0-0
-2-0-0
2-0-0
32-0-0
4-1-6
10-1-6
4-1-6
24-0-0
4-10-10
19-10-10
4-10-10
15-0-0
5-10-15
30-0-0
5-10-15
5-10-15
4-10-10
19-10-10
4-10-10
24-9-4
4-10-10
10-1-6
4-10-10
15-0-0
5-2-12
30-0-0
5-2-12
5-2-12
2-11
-5
0-3-15
0-3-5
2-0-4
2-0-4 0-3-5
2-3-9
Scale = 1:59.7
Plate Offsets (X, Y):[3:0-6-8,0-1-4], [7:0-6-4,0-1-4], [8:0-3-14,Edge], [11:0-2-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.55 13 >657 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.79 11-13 >457 240
TCDL 8.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.08 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 431 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr *Except* T2:2x4 HF No.2
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (5-1-3 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=3063/0-5-8, (min. 0-1-12), 8=2668/0-5-8, (min. 0-1-9)
Max Horiz 2=-28 (LC 66)
Max Uplift 2=-631 (LC 6), 8=-464 (LC 7)
Max Grav 2=3200 (LC 33), 8=2817 (LC 35)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9630/1866, 3-20=-12703/2316, 20-21=-12703/2316, 4-21=-12703/2316, 4-22=-13472/2355, 22-23=-13472/2355,
5-23=-13472/2355, 5-24=-11651/1952, 24-25=-11651/1952, 6-25=-11651/1952, 6-26=-11651/1952, 26-27=-11651/1952,
7-27=-11651/1952, 7-8=-8168/1301
BOT CHORD 2-15=-1752/9147, 15-28=-1714/8940, 28-29=-1714/8940, 14-29=-1714/8940, 14-30=-2263/12703, 30-31=-2263/12703,
13-31=-2263/12703, 13-32=-2301/13472, 12-32=-2301/13472, 11-12=-2301/13472, 11-33=-1199/7710,
33-34=-1199/7710, 10-34=-1199/7710, 10-35=-1190/7780, 35-36=-1190/7780, 8-36=-1190/7780
WEBS 3-15=-199/1043, 7-10=0/374, 3-14=-613/4120, 4-14=-1057/256, 4-13=-76/1045, 5-11=-1947/424, 6-11=-778/233,
7-11=-750/4309
NOTES
1)3-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 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10)All bearings are assumed to be HF No.2 .
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631 lb uplift at joint 2 and 464 lb uplift at joint 8.
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.
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A00 1 3California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:oZAqYEellPu4NiF?GjLY6NzYk3_-5U_By32jOrTe1u?HLp8NxLwtlStD2RBddPa674zYhzT
Continued on page 2
14)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 6-0-12 from the left end to connect truss(es) J66B (1 ply 2x4 DF) to front
face of top chord.
15)Use MiTek JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent at 6-0-12 from the left end to connect truss(es) J66B (1 ply 2x6 DF) to front face of
bottom chord.
16)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 27-11-4 to connect truss
(es) J68A (1 ply 2x4 HF), J610A (1 ply 2x4 HF), J612A (1 ply 2x4 HF), J614A (1 ply 2x4 HF), J612A (1 ply 2x4 HF), J610A (1 ply 2x4 HF), J68A (1 ply 2x4 HF), J66A (1 ply 2x4
HF), J64 (1 ply 2x4 HF), J62 (1 ply 2x4 HF) to front face of bottom chord.
17)Fill all nail holes where hanger is in contact with lumber.
18)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
19)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 67 lb up at 8-0-12, 270 lb down and 69 lb up at 10-0-12,
235 lb down and 69 lb up at 12-0-12, 184 lb down and 69 lb up at 14-0-12, 184 lb down and 69 lb up at 15-11-4, 235 lb down and 69 lb up at 17-11-4, 270 lb down and 69 lb
up at 19-11-4, and 276 lb down and 67 lb up at 21-11-4, and 246 lb down and 87 lb up at 24-0-4 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 3-7=-66, 7-9=-66, 2-8=-14
Concentrated Loads (lb)
Vert: 12=-58, 14=-65, 4=-200, 6=-200, 11=-65, 20=20, 21=-210, 22=-165, 23=-114, 24=-114, 25=-165, 26=-210, 27=-147, 28=-950, 29=-73, 30=-58, 31=-57,
32=-57, 33=-73, 34=-70, 35=-23, 36=-14
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A00 1 3California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:oZAqYEellPu4NiF?GjLY6NzYk3_-5U_By32jOrTe1u?HLp8NxLwtlStD2RBddPa674zYhzT
412
3x8 1.5x4
3x4
3x4
5x8
4x4
3x4 1.5x4
MT18HS 6x12
5x8
3x4
3x4
1.5x4 3x8
101161514131211
92
23 3438
527 28 29 30631 32 33 74242526
T1
T2
T1
B1 B2
W3 W3W4W4W5W4W5
W2 W2W1 W1
0-1-1
8-0-0
0-1-1
22-1-1
2-0-0
-2-0-0
2-0-0
32-0-0
3-8-11
25-9-12
3-8-11
7-10-15
4-4-15
12-4-15
4-4-15
22-0-0
4-2-4
4-2-4
4-2-4
30-0-0
5-2-3
17-7-1
3-0-8
25-9-12
3-0-8
7-2-12
4-2-4
4-2-4
4-2-4
30-0-0
5-2-3
17-7-1
5-2-3
12-4-15
5-2-3
22-9-4
3-7-5
0-3-15
0-3-5
2-8-4
2-8-4
0-3-5
2-11
-9
Scale = 1:59.9
Plate Offsets (X, Y):[4:0-2-12,0-2-4], [7:0-2-12,0-2-4], [13:0-3-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.39 13-14 >916 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.57 13-14 >636 240 MT18HS 220/195
TCDL 8.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.12 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 134 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins,
except
2-0-0 oc purlins (3-6-0 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 9-1-8 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=1533/0-5-8, (min. 0-2-13), 9=1533/0-5-8, (min. 0-2-13)
Max Horiz 2=-34 (LC 13)
Max Uplift 2=-314 (LC 8), 9=-314 (LC 9)
Max Grav 2=1720 (LC 35), 9=1720 (LC 37)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-3956/738, 3-23=-3883/748, 3-4=-3759/759, 4-24=-4620/962, 24-25=-4620/962, 25-26=-4620/962, 5-26=-4620/962,
5-27=-4618/961, 27-28=-4618/961, 28-29=-4618/961, 29-30=-4618/961, 6-30=-4618/961, 6-31=-4618/961,
31-32=-4618/961, 32-33=-4618/961, 7-33=-4618/961, 7-8=-3759/759, 8-34=-3883/748, 9-34=-3955/738
BOT CHORD 2-16=-646/3702, 15-16=-646/3702, 14-15=-627/3562, 13-14=-841/4620, 12-13=-628/3563, 11-12=-638/3702,
9-11=-638/3702
WEBS 4-14=-253/1367, 7-13=-251/1365, 5-14=-540/158, 6-13=-505/152
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 3-3-13, Exterior(2R) 3-3-13 to 11-9-11, Interior (1) 11-9-11 to 18-2-5, Exterior(2R) 18-2-5 to 26-8-3, Interior (1) 26-8-3 to
29-0-0, Exterior(2E) 29-0-0 to 32-0-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9)All bearings are assumed to be HF No.2 .
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2 and 314 lb uplift at joint 9.
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.
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 113 lb up at 7-11-12, 125 lb down and 78 lb up at
10-0-12, 132 lb down and 83 lb up at 12-0-12, 125 lb down and 83 lb up at 14-0-12, 125 lb down and 83 lb up at 15-11-4, 132 lb down and 83 lb up at 17-11-4, and 125 lb
down and 78 lb up at 19-11-4, and 124 lb down and 113 lb up at 22-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A01 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:jyQT2nHhRO74me7aP4?thszYkIy-2t6yNl4_wTjMHB9gTEAr0m?IjGXuWL_v5j3DCyzYhzR
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-7=-66, 7-10=-66, 17-20=-14
Concentrated Loads (lb)
Vert: 24=-25, 25=-59, 26=-62, 28=-55, 29=-55, 31=-62, 32=-59, 33=-25
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A01 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:jyQT2nHhRO74me7aP4?thszYkIy-2t6yNl4_wTjMHB9gTEAr0m?IjGXuWL_v5j3DCyzYhzR
412
3x8
1.5x4
3x4
4x10
3x8
1.5x4
4x6
4x10
3x4
1.5x4
3x8
913120
13 12 11 10
82
3 73021
4 22 23 24 25 5 26 27 28 29 6
T1
T2
T1
B1 B2
W1
W2 W3 W4 W3 W2
W1
0-1-1
20-1-1
0-1-1
10-0-0
2-0-0
-2-0-0
2-0-0
32-0-0
5-0-0
15-0-0
5-0-0
20-0-0
4-11-5
4-11-5
4-11-5
30-0-0
4-11-10
25-0-11
4-11-10
9-10-15
5-9-4
15-0-0
5-9-4
20-9-4
9-2-12
30-0-0
9-2-12
9-2-12
4-3-5
0-3-15
0-3-5
3-4-4
3-4-4
0-3-5
3-7-9
Scale = 1:59.7
Plate Offsets (X, Y):[2:0-0-2,Edge], [4:0-5-12,0-1-4], [6:0-5-12,0-1-4], [8:0-0-2,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.35 12 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.50 12 >727 240
TCDL 8.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.11 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 126 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2 *Except* T2:2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins,
except
2-0-0 oc purlins (2-10-2 max.): 4-6.
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=1534/0-5-8, (min. 0-2-13), 8=1534/0-5-8, (min. 0-2-13)
Max Horiz 2=-42 (LC 52)
Max Uplift 2=-302 (LC 8), 8=-302 (LC 9)
Max Grav 2=1701 (LC 35), 8=1701 (LC 37)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4025/775, 3-21=-3528/666, 4-21=-3464/677, 4-22=-3795/802, 22-23=-3795/802, 23-24=-3795/802,
24-25=-3795/802, 5-25=-3795/802, 5-26=-3795/802, 26-27=-3795/802, 27-28=-3795/802, 28-29=-3795/802,
6-29=-3795/802, 6-30=-3464/677, 7-30=-3528/666, 7-8=-4025/775
BOT CHORD 2-13=-659/3772, 12-13=-532/3286, 11-12=-532/3286, 10-11=-532/3286, 8-10=-659/3772
WEBS 3-13=-484/227, 4-13=-10/315, 4-12=-169/816, 5-12=-617/176, 6-12=-169/816, 6-10=-10/315, 7-10=-484/228
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 5-3-13, Exterior(2R) 5-3-13 to 13-9-11, Interior (1) 13-9-11 to 16-2-5, Exterior(2R) 16-2-5 to 24-8-3, Interior (1) 24-8-3 to
29-0-0, Exterior(2E) 29-0-0 to 32-0-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at joint 8.
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.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 113 lb up at 9-11-12, 125 lb down and 78 lb up at
12-0-12, 132 lb down and 83 lb up at 14-0-12, 132 lb down and 83 lb up at 15-11-4, and 125 lb down and 78 lb up at 17-11-4, and 180 lb down and 113 lb up at 20-0-4 on
top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-6=-66, 6-9=-66, 14-17=-14
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A02 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:CJBGodxcAUOeih5vwLz0llzYkGp-W3gKa55chmrDuLks1xi4ZzYP4gtCFr93KNomkPzYhzQ
Continued on page 2
Concentrated Loads (lb)
Vert: 22=-81, 24=-59, 25=-62, 26=-62, 27=-59, 29=-81
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A02 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:CJBGodxcAUOeih5vwLz0llzYkGp-W3gKa55chmrDuLks1xi4ZzYP4gtCFr93KNomkPzYhzQ
412
3x8 1.5x4
3x4
3x4
4x8
4x6
4x8
3x8
3x4
1.5x4 3x8
81131211109
722920
632821
2722
4 23 24 25 26 5
T1
T2
T1
B1 B2
W1 W2
W3 W4 W3
W2 W1
0-1-1
18-1-1
0-1-1
12-0-0
2-0-0
-2-0-0
2-0-0
32-0-0
6-0-0
18-0-0
5-11-5
5-11-5
5-11-5
30-0-0
5-11-10
24-0-11
5-11-10
11-10-15
5-3-7
24-0-11
5-3-7
11-2-12
5-11-5
5-11-5
5-11-5
30-0-0
7-6-8
18-9-4
4-11
-5
0-3-15
0-3-5
4-0-4
4-0-4
0-3-5
4-3-9
Scale = 1:59.7
Plate Offsets (X, Y):[4:0-4-8,0-1-4], [5:0-3-8,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.22 10-12 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.36 10-12 >997 240
TCDL 8.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.10 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 128 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr *Except* T2:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud *Except* W4:2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins,
except
2-0-0 oc purlins (2-10-13 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1451/0-5-8, (min. 0-2-9), 7=1451/0-5-8, (min. 0-2-9)
Max Horiz 2=-50 (LC 13)
Max Uplift 2=-283 (LC 8), 7=-283 (LC 9)
Max Grav 2=1556 (LC 35), 7=1566 (LC 37)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3679/681, 3-20=-3620/695, 3-21=-2953/612, 21-22=-2882/616, 4-22=-2872/624, 4-23=-2677/607,
23-24=-2676/608, 24-25=-2675/608, 25-26=-2674/608, 5-26=-2673/608, 5-27=-2812/613, 27-28=-2820/604,
6-28=-2891/598, 6-29=-3674/695, 7-29=-3685/680
BOT CHORD 2-13=-579/3435, 12-13=-579/3435, 11-12=-458/2724, 10-11=-458/2724, 9-10=-580/3435, 7-9=-580/3435
WEBS 3-12=-726/228, 4-12=-23/359, 4-10=-308/169, 5-10=-9/385, 6-10=-813/219
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 7-3-13, Exterior(2R) 7-3-13 to 23-0-3, Interior (1) 23-0-3 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 2 and 283 lb uplift at joint 7.
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.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 106 lb up at 11-11-12, 125 lb down and 78 lb up at
14-0-12, and 125 lb down and 78 lb up at 15-11-4, and 159 lb down and 106 lb up at 18-0-4 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A03 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:wVKTTsGYpnnpSrg60WyLLRzYkGO-_FEioR6ES4z3WVJ2afDJ5B5Xs3E9_FUCY0YKGrzYhzP
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-5=-66, 5-8=-66, 14-17=-14
Concentrated Loads (lb)
Vert: 23=-60, 24=-59, 25=-59, 26=-60
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A03 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:wVKTTsGYpnnpSrg60WyLLRzYkGO-_FEioR6ES4z3WVJ2afDJ5B5Xs3E9_FUCY0YKGrzYhzP
412
3x6
1.5x4
3x4
3x4
4x8 5x6
3x8 4x6
3x4
1.5x4
3x6
81131211109
72
2520
3 6
2421
4 22 23 5
T1
T2
T1
B1 B2
W1 W2
W3 W4 W3
W2 W1
0-1-1
14-0-0
0-1-1
16-1-1
2-0-0
16-0-0
2-0-0
-2-0-0
2-0-0
32-0-0
6-11-5
6-11-5
6-11-5
30-0-0
6-11-10
23-0-11
6-11-10
13-10-15
3-6-8
16-9-4
6-3-7
23-0-11
6-3-7
13-2-12
6-11-5
6-11-5
6-11-5
30-0-0
5-7-5
0-3-15
0-3-5
4-8-4
4-8-4
0-3-5
4-11
-9
Scale = 1:59.8
Plate Offsets (X, Y):[2:0-0-10,Edge], [4:0-4-0,0-1-4], [5:0-2-4,0-2-4], [7:0-0-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.21 12 >999 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.33 12-13 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.10 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 132 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins,
except
2-0-0 oc purlins (4-4-0 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)2=1432/0-5-8, (min. 0-2-7), 7=1432/0-5-8, (min. 0-2-8)
Max Horiz 2=-58 (LC 13)
Max Uplift 2=-275 (LC 8), 7=-275 (LC 9)
Max Grav 2=1496 (LC 35), 7=1503 (LC 37)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3505/626, 3-20=-3372/636, 3-21=-2589/517, 4-21=-2518/529, 4-22=-2341/522, 22-23=-2338/522, 5-23=-2336/522,
5-24=-2464/522, 6-24=-2537/509, 6-25=-3448/636, 7-25=-3508/626
BOT CHORD 2-13=-518/3271, 12-13=-518/3271, 11-12=-343/2380, 10-11=-518/3271, 9-10=-518/3271, 7-9=-518/3271
WEBS 3-12=-993/235, 4-12=-42/415, 4-11=-281/145, 5-11=-44/457, 6-11=-1055/232
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 9-3-13, Exterior(2R) 9-3-13 to 21-0-3, Interior (1) 21-0-3 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2 and 275 lb uplift at joint 7.
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.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 116 lb up at 13-11-12, and 199 lb down and 116 lb up at
16-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-5=-66, 5-8=-66, 14-17=-14
Concentrated Loads (lb)
Vert: 22=-100, 23=-100
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A04 2 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Z8m8vXyxR_gm?TKgk?vK3GzYkAK-SRo4?n6sDO5w8fuF8MkYeOdmaTaOjcpMngHtpHzYhzO
412
3x6 1.5x4
3x4
3x8
4x6
4x6
3x4
1.5x4 3x6
71111098
62
3 5
1918
4
T1 T1
B1 B2
W1 W2
W3
W2 W1
2-0-0
-2-0-0
2-0-0
32-0-0
7-1-2
22-1-2
7-1-2
15-0-0
7-10-14
7-10-14
7-10-14
30-0-0
7-1-2
22-1-2
7-1-2
15-0-0
7-10-14
7-10-14
7-10-14
30-0-0
5-11
-11
0-3-15
5-3-15
Scale = 1:58.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.22 10 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.37 10-11 >981 240
TCDL 8.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.13 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 114 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud *Except* W2:2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing.
WEBS 1 Row at midpt 3-10, 5-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1332/0-5-8, (min. 0-2-3), 6=1332/0-5-8, (min. 0-2-3)
Max Horiz 2=-64 (LC 13)
Max Uplift 2=-258 (LC 8), 6=-258 (LC 9)
Max Grav 2=1340 (LC 19), 6=1340 (LC 20)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2967/576, 3-18=-1982/437, 4-18=-1897/446, 4-19=-1897/446, 5-19=-1982/437, 5-6=-2967/576
BOT CHORD 2-11=-454/2774, 10-11=-454/2774, 9-10=-454/2774, 8-9=-454/2774, 6-8=-454/2774
WEBS 3-11=0/261, 3-10=-1177/260, 4-10=-97/784, 5-10=-1177/260, 5-8=0/261
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior (1) 18-0-0 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2 and 258 lb uplift at joint 6.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A05 5 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Hz3wzeWr3dwSzIhTobjaoTzYk8J-SRo4?n6sDO5w8fuF8MkYeOdlRTT8jkTMngHtpHzYhzO
412
3x8 2x4
5x8
3x8
3x4
3x4
3x4
MT18HS 5x8
4x10
1.5x4 5x8
2x4 3x8
91
82
28 29 15 30 31 14 32 33 13 34 12 11 35 36 10 37 38
3 20 21 4 22 23 5 24 25 6 26 27 7
T1
T2
T1
B1 B2
W1 W1W2W3W2W2W3W2W3
0-1-1
24-1-1
0-1-1
6-0-0
2-0-0
-2-0-0
2-0-0
32-0-0
4-1-6
10-1-6
4-1-6
24-0-0
4-10-10
19-10-10
4-10-10
15-0-0
5-10-15
30-0-0
5-10-15
5-10-15
4-10-10
19-10-10
4-10-10
24-9-4
4-10-10
10-1-6
4-10-10
15-0-0
5-2-12
30-0-0
5-2-12
5-2-12
2-11
-5
0-3-15
0-3-5
2-0-4
2-0-4 0-3-5
2-3-9
Scale = 1:59.7
Plate Offsets (X, Y):[3:0-2-0,0-2-0], [7:0-2-4,0-2-0], [11:0-2-8,0-2-0], [14:0-3-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.60 11-13 >598 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.88 11-13 >411 240 MT18HS 220/195
TCDL 8.0 Rep Stress Incr NO WB 0.42 Horz(CT)0.11 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 285 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T2:2x4 DF No.1&Btr
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (3-4-9 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=2569/0-5-8, (min. 0-2-4), 8=2569/0-5-8, (min. 0-2-4)
Max Horiz 2=-28 (LC 7)
Max Uplift 2=-434 (LC 6), 8=-434 (LC 7)
Max Grav 2=2736 (LC 33), 8=2737 (LC 35)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7847/1207, 3-20=-10989/1767, 20-21=-10989/1767, 4-21=-10989/1767, 4-22=-12127/1973, 22-23=-12127/1973,
5-23=-12127/1973, 5-24=-10894/1749, 24-25=-10894/1749, 6-25=-10894/1749, 6-26=-10894/1749, 26-27=-10894/1749,
7-27=-10894/1749, 7-8=-7837/1209
BOT CHORD 2-28=-1127/7444, 28-29=-1127/7444, 15-29=-1127/7444, 15-30=-1139/7395, 30-31=-1139/7395, 14-31=-1139/7395,
14-32=-1721/10989, 32-33=-1721/10989, 13-33=-1721/10989, 13-34=-1927/12127, 12-34=-1927/12127,
11-12=-1927/12127, 11-35=-1113/7407, 35-36=-1113/7407, 10-36=-1113/7407, 10-37=-1103/7464, 37-38=-1103/7464,
8-38=-1103/7464
WEBS 3-15=0/326, 7-10=0/345, 7-11=-630/3857, 4-14=-1181/308, 3-14=-650/3970, 4-13=-235/1263, 5-11=-1363/253,
6-11=-774/232
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 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
8)All plates are MT20 plates unless otherwise indicated.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11)All bearings are assumed to be HF No.2 .
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 2 and 434 lb uplift at joint 8.
13)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.
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A06 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:qDIFuzRLyIOTyZHyArMr9DzYkQU-weMSC67U_hDnlpTRi4FnBcAtwtu2SAeV0K1QLkzYhzN
Continued on page 2
14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 27-11-4 to connect truss
(es) J62 (1 ply 2x4 HF), J64 (1 ply 2x4 HF), J66 (1 ply 2x4 HF), J68 (1 ply 2x4 HF), J610 (1 ply 2x4 HF), J612 (1 ply 2x4 HF), J614 (1 ply 2x4 HF), J612 (1 ply 2x4 HF), J610 (1
ply 2x4 HF), J68 (1 ply 2x4 HF), J66 (1 ply 2x4 HF), J64 (1 ply 2x4 HF), J62 (1 ply 2x4 HF) to back face of bottom chord.
16)Fill all nail holes where hanger is in contact with lumber.
17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 104 lb up at 5-11-12, 265 lb down and 64 lb up at 8-0-12,
259 lb down and 67 lb up at 10-0-12, 225 lb down and 67 lb up at 12-0-12, 173 lb down and 67 lb up at 14-0-12, 173 lb down and 67 lb up at 15-11-4, 225 lb down and 67 lb
up at 17-11-4, 259 lb down and 67 lb up at 19-11-4, and 265 lb down and 64 lb up at 21-11-4, and 371 lb down and 104 lb up at 24-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 3-7=-66, 7-9=-66, 2-8=-14
Concentrated Loads (lb)
Vert: 12=-47 (B), 11=-53 (B), 4=-189, 14=-53 (B), 6=-189, 20=-272, 21=-199, 22=-155, 23=-103, 24=-103, 25=-155, 26=-199, 27=-272, 28=-31 (B), 29=-23 (B),
30=-57 (B), 31=-62 (B), 32=-47 (B), 33=-46 (B), 34=-46 (B), 35=-62 (B), 36=-57 (B), 37=-23 (B), 38=-31 (B)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 A06 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:qDIFuzRLyIOTyZHyArMr9DzYkQU-weMSC67U_hDnlpTRi4FnBcAtwtu2SAeV0K1QLkzYhzN
412
4x4
3x4
2x4
4x10
4x4
3x4 1.5x4
4x8 5x6
5x8
2x4 3x8
JUS24-2
JUS24
JUS24 JUS24 JUS24 JUS24
81
72
13 12 23 11 24 1025 9 26 27
3 18 4 19 5 20 21 22 6
T1
T2
T1
B1 B2
W1 W1W2W3W2W3W2
0-1-1
18-7-1
0-1-1
6-0-0
2-0-0
26-6-0
2-0-0
-2-0-0
3-10-15
9-10-15
3-10-15
18-6-0
4-8-3
14-7-1
5-10-15
5-10-15
5-10-15
24-6-0
4-8-3
14-7-1
4-8-3
19-3-4
4-8-3
9-10-15
5-2-12
5-2-12
5-2-12
24-6-0
2-11
-5
0-3-15
0-3-5
2-0-4
2-0-4
0-3-5
2-3-9
Scale = 1:51.5
Plate Offsets (X, Y):[2:0-3-2,Edge], [3:0-5-8,0-1-4], [6:0-2-12,0-2-4], [11:0-1-12,0-2-0], [12:0-1-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.37 11-12 >799 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.53 11-12 >556 240
TCDL 8.0 Rep Stress Incr NO WB 0.58 Horz(CT)0.06 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 232 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2 *Except* T2:2x4 DF No.1&Btr
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins,
except
2-0-0 oc purlins (4-0-3 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=1851/0-5-8, (min. 0-1-9), 7=2280/0-5-8, (min. 0-1-15)
Max Horiz 2=-28 (LC 47)
Max Uplift 2=-355 (LC 6), 7=-398 (LC 7)
Max Grav 2=1869 (LC 17), 7=2342 (LC 35)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5207/870, 3-18=-8169/1356, 4-18=-8169/1356, 4-19=-9325/1520, 5-19=-9325/1520, 5-20=-9325/1520,
20-21=-9325/1520, 21-22=-9325/1520, 6-22=-9325/1520, 6-7=-6680/1036
BOT CHORD 2-13=-796/4945, 12-13=-804/4940, 12-23=-1303/8169, 11-23=-1303/8169, 11-24=-960/6342, 10-24=-960/6342,
10-25=-960/6342, 9-25=-960/6342, 9-26=-944/6368, 26-27=-944/6368, 7-27=-944/6368
WEBS 6-9=0/280, 3-12=-552/3462, 4-12=-855/186, 4-11=-276/1642, 5-11=-824/237, 6-11=-543/3257
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 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10)All bearings are assumed to be HF No.2 .
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 355 lb uplift at joint 2 and 398 lb uplift at joint 7.
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)Use MiTek JUS24-2 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 13-3-8 from the left end to connect truss(es) GRD1 (2 ply 2x6 DF) to front face of
bottom chord.
15)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-5-4 from the left end to 22-5-4 to connect truss(es)
J610 (1 ply 2x4 HF), J68 (1 ply 2x4 HF), J66 (1 ply 2x4 HF), J64 (1 ply 2x4 HF), J62 (1 ply 2x4 HF) to front face of bottom chord.
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B00 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:sOQK?SWrzvgXIYTUBQnXOezYjck-s0TDdo9lWJTV?6cqpVHFG1FGJgXKw1coTeWXPczYhzL
Continued on page 2
16)Fill all nail holes where hanger is in contact with lumber.
17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 67 lb up at 13-3-8, 259 lb down and 67 lb up at 14-5-4,
and 265 lb down and 64 lb up at 16-5-4, and 395 lb down and 107 lb up at 18-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 3-6=-66, 6-8=-66, 2-7=-14
Concentrated Loads (lb)
Vert: 5=-189, 11=-53, 19=-187, 21=-199, 22=-296, 23=-827, 24=-62, 25=-57, 26=-23, 27=-14
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B00 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:sOQK?SWrzvgXIYTUBQnXOezYjck-s0TDdo9lWJTV?6cqpVHFG1FGJgXKw1coTeWXPczYhzL
412
3x6
1.5x4
3x4
4x8
3x8
1.5x4 4x8
3x4
4x6
1.5x4
3x6
9113121110
82
20 2737
4 21 22 5 23 24 25 26 6
T1
T2
T1
B1 B2
W2 W3 W3 W2W4
W1 W1
0-1-1
8-0-0
0-1-1
16-7-1
2-0-0
26-6-0
2-0-0
-2-0-0
3-8-11
20-3-12
3-8-11
7-10-15
4-3-0
16-6-0
4-3-0
12-3-0
4-2-4
4-2-4
4-2-4
24-6-0
5-0-4
17-3-4
5-0-4
12-3-0
7-2-12
7-2-12
7-2-12
24-6-0
3-7-5
0-3-15
0-3-5
2-8-4
2-8-4
0-3-5
2-11
-9
Scale = 1:51.5
Plate Offsets (X, Y):[4:0-4-8,0-1-4], [6:0-4-8,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.24 12 >999 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.34 12-13 >870 240
TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.09 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 107 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins,
except
2-0-0 oc purlins (3-1-5 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 8-6-11 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=1382/0-5-8, (min. 0-2-7), 8=1326/0-5-8, (min. 0-2-6)
Max Horiz 2=-34 (LC 52)
Max Uplift 2=-302 (LC 8), 8=-280 (LC 9)
Max Grav 2=1486 (LC 35), 8=1448 (LC 37)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3313/721, 3-20=-3244/729, 3-4=-3131/692, 4-21=-3409/774, 21-22=-3409/774, 5-22=-3409/774, 5-23=-3409/774,
23-24=-3409/774, 24-25=-3409/774, 25-26=-3409/774, 6-26=-3409/774, 6-7=-2951/624, 7-27=-3122/667,
8-27=-3192/660
BOT CHORD 2-13=-618/3098, 12-13=-567/2972, 11-12=-500/2797, 10-11=-560/2983, 8-10=-560/2983
WEBS 4-12=-98/586, 6-12=-180/829, 5-12=-536/155
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 3-3-13, Exterior(2R) 3-3-13 to 11-9-11, Interior (1) 11-9-11 to 12-8-5, Exterior(2R) 12-8-5 to 21-2-3, Interior (1) 21-2-3 to
23-6-0, Exterior(2E) 23-6-0 to 26-6-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 280 lb uplift at joint 8.
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.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 186 lb up at 7-11-12, 148 lb down and 84 lb up at 13-3-8,
and 125 lb down and 78 lb up at 14-5-4, and 172 lb down and 113 lb up at 16-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-6=-66, 6-9=-66, 14-17=-14
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B01 1 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:my1poCSe_GACKkz?MF7HCgzYjYy-LD1br89NHcbMcGB0NCoUoEoTO4vdfZaxiIF4y2zYhzK
Continued on page 2
Concentrated Loads (lb)
Vert: 21=-280, 24=-72, 25=-59, 26=-73
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B01 1 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:my1poCSe_GACKkz?MF7HCgzYjYy-LD1br89NHcbMcGB0NCoUoEoTO4vdfZaxiIF4y2zYhzK
412
3x6
1.5x4
3x8
4x6 4x8
3x4 4x6
1.5x4
3x6
81
18
11 10 9
72
631923
52221204
T1
T2
T1
B1 B2
W1
W2 W3 W2
W1
0-2-2
10-0-0
0-2-2
14-8-2
2-0-0
26-6-0
2-0-0
-2-0-0
4-6-0
14-6-0
4-11-5
4-11-5
4-11-5
24-6-0
4-10-9
9-9-14
4-10-9
19-6-11
6-0-8
15-3-4
9-2-12
9-2-12
9-2-12
24-6-0
4-3-0
0-3-15
0-3-0
3-4-4
3-4-4
0-3-0
3-7-4
Scale = 1:51.5
Plate Offsets (X, Y):[2:0-0-10,Edge], [4:0-2-4,0-2-0], [5:0-4-0,0-1-4], [7:0-0-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.20 10-11 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.35 10-17 >833 240
TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.09 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 94 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2 *Except* T2:2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins,
except
2-0-0 oc purlins (3-0-9 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 7-9-8 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=1175/0-5-8, (min. 0-2-0), 7=1191/0-5-8, (min. 0-2-1)
Max Horiz 2=42 (LC 16)
Max Uplift 2=-247 (LC 8), 7=-251 (LC 9)
Max Grav 2=1232 (LC 19), 7=1244 (LC 37)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2774/629, 3-19=-2310/510, 4-19=-2255/522, 4-20=-2138/520, 20-21=-2139/519, 21-22=-2141/520, 5-22=-2142/519,
5-23=-2326/539, 6-23=-2379/528, 6-7=-2781/630
BOT CHORD 2-11=-520/2606, 10-11=-400/2201, 9-10=-520/2614, 7-9=-520/2614
WEBS 3-11=-634/192, 4-11=-4/337, 5-11=-347/84, 5-10=-8/300, 6-10=-564/204
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 4-8-9, Exterior(2R) 4-8-9 to 19-2-3, Interior (1) 19-2-3 to 23-6-0, Exterior(2E) 23-6-0 to 26-6-0 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
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 2 and 251 lb uplift at joint 7.
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.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 55 lb up at 9-11-12, and 126 lb down and 35 lb up at
13-3-8, and 113 lb down and 84 lb up at 14-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-5=-66, 5-8=-66, 12-15=-14
Concentrated Loads (lb)
Vert: 21=-111, 22=-31
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B02 1 1California Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:rNVK4y2NRJLFiGDQk2Vmh0zYjYB-LD1br89NHcbMcGB0NCoUoEoP14sKfZXxiIF4y2zYhzK
412
3x8 3x6
3x4
3x4
4x8 4x6
6x8 4x6
3x4
2x4
3x8
MUS26 JUS24 JUS24 JUS24 JUS24 JUS24
JUS24
JUS24 JUS24 JUS24
1
7228
12 22 2311 24 10 25 9 8 26 27
21
2017
63
4 18 19 5
T1
T2
T3
B1 B2
W1 W2
W3 W4 W3
W2 W1
0-1-1
13-4-1
0-1-1
11-3-0
2-0-0
13-3-0
2-0-0
-2-0-0
5-4-2
11-1-15
5-4-2
18-8-3
5-9-13
5-9-13
5-9-13
24-6-0
3-6-8
14-0-4
4-7-15
10-5-12
4-7-15
18-8-3
5-9-13
5-9-13
5-9-13
24-6-0
4-8-5
0-3-15
0-3-5
3-9-4
3-9-4
0-3-5
4-0-9
Scale = 1:48.6
Plate Offsets (X, Y):[4:0-4-0,0-1-4], [5:0-2-0,0-2-0], [7:0-4-1,0-1-8], [10:0-4-0,0-4-0], [12:0-4-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.23 11-12 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.33 11-12 >880 240
TCDL 8.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.07 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 234 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins,
except
2-0-0 oc purlins (5-4-14 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=2687/0-5-8, (min. 0-2-4), 7=2811/0-5-8, (min. 0-2-6)
Max Horiz 2=54 (LC 48)
Max Uplift 2=-492 (LC 6), 7=-409 (LC 7)
Max Grav 2=2767 (LC 33), 7=2903 (LC 35)
18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-7570/1239, 3-17=-7498/1247, 3-4=-5558/856, 4-18=-4912/751, 18-19=-4909/751, 5-19=-4907/752, 5-6=-5226/774,
6-20=-7012/1002, 7-20=-7075/994, 7-21=-7040/961, 7-21=-7054/957
BOT CHORD 2-12=-1174/7142, 12-22=-1174/7142, 22-23=-1174/7142, 11-23=-1174/7142, 11-24=-727/5136, 10-24=-727/5136,
10-25=-907/6679, 9-25=-907/6679, 8-9=-907/6679, 8-26=-907/6679, 26-27=-907/6679, 7-27=-907/6679, 7-28=-903/6661,
7-28=-902/6648
WEBS 3-12=-195/1112, 3-11=-2051/464, 4-11=-230/1485, 4-10=-505/144, 5-10=-167/1399, 6-10=-1933/296, 6-8=-55/852
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 0-6-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc, Except member 5-10 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10)All bearings are assumed to be HF No.2 .
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 7 and 492 lb uplift at joint 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.
14)Use MiTek MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent at 6-0-12 from the left end to connect truss(es) J66B (1 ply 2x6 DF) to back face of
bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B03 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:g4wSTdXT0cNaVQH64RD8JSzYjXZ-pPbz2UA?2wjDEQmCxwKjLSLe7UDRO065xy?eUVzYhzJ
Continued on page 2
15)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 7-10-8 oc max. starting at 8-0-12 from the left end to 21-11-4 to connect truss
(es) J68A (1 ply 2x4 HF), J610A (1 ply 2x4 HF), J612A (1 ply 2x4 HF), J614A (1 ply 2x4 HF), J68A (1 ply 2x4 HF) to back face of bottom chord.
16)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 15-11-4 from the left end to 23-11-4 to connect truss
(es) J614A (1 ply 2x4 HF), J612A (1 ply 2x4 HF), J610A (1 ply 2x4 HF), J66A (1 ply 2x4 HF) to back face of bottom chord.
17)Fill all nail holes where hanger is in contact with lumber.
18)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb down and 60 lb up at 11-2-12, and 161 lb down and 60 lb up at
13-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-66, 4-5=-66, 5-7=-66, 2-7=-14
Concentrated Loads (lb)
Vert: 9=-230, 12=-924, 10=-227, 18=-79, 19=-79, 22=-297, 23=-251, 24=-230, 25=-227, 26=-251, 27=-297, 28=-315
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 B03 1 2California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:g4wSTdXT0cNaVQH64RD8JSzYjXZ-pPbz2UA?2wjDEQmCxwKjLSLe7UDRO065xy?eUVzYhzJ
4 12
3x8 2x4
4x8 4x6
3x4 3x10
JUS24 JUS24 JUS24
JUS24
JUS24 JUS24
1
2 5
18 191415716176
3 12 13 4
T1
T2
T3
B1
W1 W2 W1
0-1-1
7-3-1
0-1-1
6-0-0
1-2-0
7-2-0
2-0-0
-2-0-0
5-10-15
5-10-15
5-10-15
13-2-0
2-8-8
7-11-4
5-2-12
5-2-12
5-2-12
13-2-0
2-11
-5
0-3-15
0-3-5
2-0-4
2-0-4
0-3-5
2-3-9
Scale = 1:31.5
Plate Offsets (X, Y):[3:0-4-4,0-1-4], [4:0-2-0,0-2-0], [5:0-11-6,0-0-14]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.10 6-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.15 6-7 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.03 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 55 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins,
except
2-0-0 oc purlins (3-0-1 max.): 3-4.
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=1158/0-5-8, (min. 0-2-1), 5=1011/ Mechanical, (min. 0-1-8)
Max Horiz 2=38 (LC 46)
Max Uplift 2=-207 (LC 6), 5=-151 (LC 7)
Max Grav 2=1269 (LC 17), 5=1075 (LC 18)
20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2723/389, 3-12=-2475/393, 12-13=-2466/391, 4-13=-2459/390, 4-5=-2650/396
BOT CHORD 2-14=-348/2561, 14-15=-348/2561, 7-15=-348/2561, 7-16=-358/2529, 16-17=-358/2529, 6-17=-358/2529,
6-18=-333/2465, 18-19=-333/2465, 5-19=-333/2465
WEBS 3-6=-275/68, 4-6=0/334
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 5 and 207 lb uplift at joint 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.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 11-1-4 to connect truss(es)
J62 (1 ply 2x4 HF), J64 (1 ply 2x4 HF), J66 (1 ply 2x4 HF), J64 (1 ply 2x4 HF), J62 (1 ply 2x4 HF) to front face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 432 lb down and 108 lb up at 5-11-12, and 432 lb down and 108 lb up at
7-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
16)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 C00 1 1California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:sh_dadpff58iZ4F09qU8nwzYjx0-Hb9LGqBdpEs4saLOVdryuftm1ucv7WgE9ckB0xzYhzI
Continued on page 2
Vert: 1-3=-66, 3-4=-66, 4-5=-66, 2-5=-14
Concentrated Loads (lb)
Vert: 12=-382, 13=-382, 14=-31 (F), 15=-23 (F), 16=-57 (F), 17=-57 (F), 18=-23 (F), 19=-31 (F)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 C00 1 1California Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:sh_dadpff58iZ4F09qU8nwzYjx0-Hb9LGqBdpEs4saLOVdryuftm1ucv7WgE9ckB0xzYhzI
2.8312
3x6
3x4SNP3
SNP3 SNP3
SNP3
SNP3
SNP3
SNP3
1
10
2
14
3
4 5 15
6
7
8 9
T2
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
18-4-10
21-1-1
2-8-7
5-11
-4
0-3-15
5-3-9
Scale = 1:44.4
Plate Offsets (X, Y):[2:0-2-15,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.03 10-13 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.04 10-13 >883 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 35 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2 *Except* T1:2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 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 0-2-2. except 2=0-7-6, 10= Mechanical
(lb) -Max Horiz 2=189 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6, 7, 8, 10 except 2=-102
(LC 27), 3=-141 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 5, 7, 10 except 2=388
(LC 1), 3=459 (LC 1), 6=268 (LC 17), 8=288 (LC 17)
22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-182/274
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 5, 6, 7, 8.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 6, 7, 8 except (jt=lb) 2=102, 3=141.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7, 8.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J24 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
14)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 8-5-13 oc max. starting at 5-7-7 from the left end to 19-9-2 to
connect truss(es) J64 (1 ply 2x4 HF), J68 (1 ply 2x4 HF), J614 (1 ply 2x4 HF) to back face of top chord.
15)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 5-7-14 oc max. starting at 8-5-6 from the left end to 16-11-3 to
connect truss(es) J66 (1 ply 2x4 HF), J610 (1 ply 2x4 HF), J612 (1 ply 2x4 HF) to back face of top chord.
16)Fill all nail holes where hanger is in contact with lumber.
17)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
18)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ01 3 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:iE6fioAAGyaYCocJNPLMbBzYktE-lojjTACFaX_xTkwb2KMBQtQwaItGszfOOGUlYNzYhzH
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-9=-66, 10-11=-14
Concentrated Loads (lb)
Vert: 3=-136 (B), 5=-2 (B), 6=-2 (B), 7=-2 (B), 8=-4 (B), 14=-77 (F=-28, B=-49)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ01 3 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:iE6fioAAGyaYCocJNPLMbBzYktE-lojjTACFaX_xTkwb2KMBQtQwaItGszfOOGUlYNzYhzH
2.8312
3x6
3x4SNP3
SNP3 SNP3
SNP3
SNP3
Special
1
9
2
13
3 14
4 5
6
7 8
T2
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
14-5-15
17-2-6
2-8-7
5-0-4
0-3-15
4-4-9
Scale = 1:38.6
Plate Offsets (X, Y):[2:0-2-15,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.03 9-12 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.04 9-12 >883 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2 *Except* T1:2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 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 0-2-2. except 2=0-7-6, 9= Mechanical, 7=0-4-4
(lb) -Max Horiz 2=158 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6, 7, 9 except 2=-110 (LC
27), 3=-141 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 9 except 2=388 (LC
1), 3=472 (LC 17), 5=260 (LC 17)
24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-168/274
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 5, 6.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5, 6, 7 except (jt=lb) 2=110, 3=141.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J24 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
14)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 5-7-14 oc max. starting at 5-7-7 from the left end to 11-3-5 to
connect truss(es) J64 (1 ply 2x4 HF), J68 (1 ply 2x4 HF) to back face of top chord.
15)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 5-7-14 oc max. starting at 8-5-6 from the left end to 14-1-4 to
connect truss(es) J66 (1 ply 2x4 HF), J610 (1 ply 2x4 HF) to back face of top chord.
16)Fill all nail holes where hanger is in contact with lumber.
17)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
18)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 14 lb up at 15-8-11 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
19)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ02 1 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:uTMcX?hxbD7x7fRm5pmyR6zYjtI-lojjTACFaX_xTkwb2KMBQtQwaItGszfOOGUlYNzYhzH
Continued on page 2
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-8=-66, 9-10=-14
Concentrated Loads (lb)
Vert: 3=-136 (B), 5=-2 (B), 6=-2 (B), 13=-77 (F=-28, B=-49)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ02 1 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:uTMcX?hxbD7x7fRm5pmyR6zYjtI-lojjTACFaX_xTkwb2KMBQtQwaItGszfOOGUlYNzYhzH
2.83 12
3x6
SNP3
SNP3SNP3
1 5
2
9
3 4
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
6-5-13
9-2-4
2-8-7
3-1-9
0-3-15
2-5-15
Scale = 1:26.6
Plate Offsets (X, Y):[2:0-2-15,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.04 5-8 >886 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.04 5-8 >706 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-2-4 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=388/0-7-6, (min. 0-1-8), 3=437/0-2-2, (min. 0-1-8), 5=240/
Mechanical, (min. 0-1-8)
Max Horiz 2=95 (LC 6)
Max Uplift 2=-125 (LC 27), 3=-127 (LC 10), 5=-78 (LC 10)
Max Grav 2=406 (LC 17), 3=476 (LC 17), 5=302 (LC 17)
26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-140/273
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2, 78 lb uplift at joint 5 and 127 lb uplift at joint 3.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J64 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
14)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 8-5-6 from the left end to connect truss(es) J66 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
15)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J24 (1 ply 2x4 HF) to back face
of top chord, skewed 45.0 deg.to the right, sloping -18.4 deg. down.
16)Fill all nail holes where hanger is in contact with lumber.
17)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
18)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ03 2 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:w1LRb7ak7GlPn9INXKehWwzYjxJ-D_H6gWDtKr6o5tVnc2tQz4z4IhAabQuXdwDI5qzYhzG
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-4=-66, 5-6=-14
Concentrated Loads (lb)
Vert: 3=-158 (F), 9=-77 (F=-49, B=-28)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ03 2 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:w1LRb7ak7GlPn9INXKehWwzYjxJ-D_H6gWDtKr6o5tVnc2tQz4z4IhAabQuXdwDI5qzYhzG
2.83 12
3x6
SNP3
SNP3
1
8
4
2
9
3
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
4-2-3
6-10-10
2-8-7
2-7-1
0-3-15 0-11
-9
0-10-1
1-11
-7
Scale = 1:26.9
Plate Offsets (X, Y):[2:0-2-7,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.02 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.03 4-7 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 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=409/0-4-9, (min. 0-1-8), 3=201/ Mechanical, (min. 0-1-8),
4=137/ Mechanical, (min. 0-1-8)
Max Horiz 2=78 (LC 6)
Max Uplift 2=-130 (LC 27), 3=-65 (LC 10), 4=-48 (LC 10)
Max Grav 2=495 (LC 17), 3=214 (LC 17), 4=184 (LC 17)
28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3, 130 lb uplift at joint 2 and 48 lb uplift at joint 4.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J54 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping 18.4 deg. up.
12)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J24 (1 ply 2x4 HF) to back face
of top chord, skewed 45.0 deg.to the right, sloping -18.4 deg. down.
13)Fill all nail holes where hanger is in contact with lumber.
14)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 9=-73
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ04 1 1Roof Special Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:9iDgoIO3lwnjz42i5n_GYwzYjV9-D_H6gWDtKr6o5tVnc2tQz4z6jhGRbQuXdwDI5qzYhzG
2.83 12
3x6
SNP3
SNP3
SNP3
1 4
2
8
3
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
5-5-1
8-1-8
2-8-7
2-10
-9
0-3-15
2-2-15
Scale = 1:26.6
Plate Offsets (X, Y):[2:0-3-7,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.03 4-7 >960 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.87 Vert(CT)-0.04 4-7 >755 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-8-4 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=395/0-4-9, (min. 0-1-8), 3=399/ Mechanical, (min. 0-1-8),
4=218/ Mechanical, (min. 0-1-8)
Max Horiz 2=88 (LC 6)
Max Uplift 2=-128 (LC 27), 3=-109 (LC 10), 4=-67 (LC 10)
Max Grav 2=439 (LC 17), 3=419 (LC 17), 4=281 (LC 17)
29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-134/273
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 128 lb uplift at joint 2 and 67 lb uplift at joint 4.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-7-7 from the left end to connect truss(es) J24 (1 ply 2x4 HF) to front face
of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
12)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 2-4-5 oc max. starting at 5-7-7 from the left end to 7-11-12 to
connect truss(es) J74 (1 ply 2x4 HF), J76 (1 ply 2x4 HF) to back face of top chord.
13)Fill all nail holes where hanger is in contact with lumber.
14)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 3=-172, 8=-84
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ05 1 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:gjF6KEVYJ2kvBrDrxVtX7bzYkwh-D_H6gWDtKr6o5tVnc2tQz4z5ThBbbQuXdwDI5qzYhzG
2.83 12
4x4
SNP3
1 4
2
8 3
T1
B1
2-8-7
2-8-7
2-9-15
-2-9-15
2-5-11
5-2-2
2-8-7
2-2-4
0-3-15
1-6-9
Scale = 1:23
Plate Offsets (X, Y):[2:0-2-11,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)0.01 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.17 Vert(CT)0.01 4-7 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-7 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=415/0-4-9, (min. 0-1-8), 3=125/ Mechanical, (min. 0-1-8),
4=46/ Mechanical, (min. 0-1-8)
Max Horiz 2=64 (LC 6)
Max Uplift 2=-134 (LC 6), 3=-44 (LC 10), 4=-43 (LC 16)
Max Grav 2=571 (LC 17), 3=150 (LC 17), 4=53 (LC 17)
30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-103/267
BOT CHORD 2-4=-270/87
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 134 lb uplift at joint 2 and 43 lb uplift at joint 4.
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)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 4-6-0 from the left end to connect truss(es) J34 (1 ply 2x4 HF) to back face
of top chord, skewed 45.0 deg.to the right, sloping -18.4 deg. down.
12)Fill all nail holes where hanger is in contact with lumber.
13)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 8=-25
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 CJ06 1 1Diagonal Hip Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:9yiDLlWa3Bbknnti7XtdXpzYjAL-hArUusDV59Efj14zAlOfVIVEC5hmKt8hrazrdGzYhzF
4 12
3x4
4x4
3x4
3x4
1.5x4
1 10 11 6 12 5
2
4
3
T1
T2
B1
W1
W2 W3
2-0-0
-2-0-0
1-8-8
5-5-8
3-9-0
3-9-0
1-8-8
5-5-8
3-9-0
3-9-0
2-2-11
0-3-15
1-0-2
0-4-1
1-6-15
Scale = 1:24.5
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.01 6-9 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 6-9 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.09 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 21 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=395/0-3-8, (min. 0-1-8), 5=240/ Mechanical, (min. 0-1-8)
Max Horiz 2=52 (LC 26)
Max Uplift 2=-98 (LC 6), 5=-33 (LC 7)
Max Grav 2=434 (LC 17), 5=250 (LC 18)
31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-310/104, 3-4=-273/37
BOT CHORD 2-10=-139/253, 10-11=-28/253, 6-11=-28/253
WEBS 4-6=-31/281
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 2 and 33 lb uplift at joint 5.
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)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) J32 (1 ply 2x4 HF) to back face of bottom
chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
12)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 0-11-8 oc max. starting at 3-3-4 from the left end to 4-2-12 to connect truss(es)
J34 (1 ply 2x4 HF) to back face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
14)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 3-4=-66, 5-7=-14
Concentrated Loads (lb)
Vert: 3=-57, 10=-9, 11=-6, 12=-6
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 D00 1 1Common Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:HpdHwFi2_IxqXrNXt6dbVUzYj8p-hArUusDV59Efj14zAlOfVIVNF5i0KskhrazrdGzYhzF
4 12
3x4
4x4
3x4
3x4
1.5x4
1 6 5
2
4
3
T1
T2
B1
W1
W3W2
2-0-0
-2-0-0
1-8-8
5-5-8
3-9-0
3-9-0
1-8-8
5-5-8
3-9-0
3-9-0
2-2-11
0-3-15
1-0-21-6-15
Scale = 1:21.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)0.01 6-9 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 6-9 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=369/0-3-8, (min. 0-1-8), 5=188/ Mechanical, (min. 0-1-8)
Max Horiz 2=52 (LC 8)
Max Uplift 2=-100 (LC 8), 5=-30 (LC 9)
Max Grav 2=404 (LC 19), 5=196 (LC 20)
32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Exterior(2R) 0-9-12 to 3-9-0, Exterior(2E) 3-9-0 to 5-3-12 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 2 and 30 lb uplift at joint 5.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 D01 5 1Common Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:qiAc_AW4CtOJ48?PIgKJjczYj7m-hArUusDV59Efj14zAlOfVIVNu5hPKs2hrazrdGzYhzF
412
3x4
3x4
2x4
3x4
JUS24 MUS26
1
10 11 6
9
2
3
4
5
T1
B1
W1
0-1-12
6-0-0
5-10-4
5-10-4
4-11-15
10-11-15
6-0-0
3-11
-15
0-3-15
3-11
-15
Scale = 1:29.1
Plate Offsets (X, Y):[1:0-3-6,Edge], [2:0-2-13,0-0-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.07 6-8 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.10 6-8 >701 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 57 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
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.
REACTIONS All bearings 0-1-8. except 1=0-5-8, 5= Mechanical, 6= Mechanical
(lb) -Max Horiz 1=124 (LC 26)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 2, 3, 4, 5 except 6=-116
(LC 6)
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4, 5 except 1=649 (LC
17), 2=320 (LC 17), 6=849 (LC 17)
33 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)All bearings are assumed to be HF No.2 .
9)Refer to girder(s) for truss to truss connections.
10)Refer to girder(s) for truss to truss connections.
11)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 3, 4 except (jt=lb) 6=116.
13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4.
14)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.
15)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
16)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) J24A (1 ply 2x4 HF) to back face of
bottom chord.
17)Use MiTek MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent at 4-0-12 from the left end to connect truss(es) C00 (1 ply 2x6 DF) to back face of
bottom chord.
18)Fill all nail holes where hanger is in contact with lumber.
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 GRD1 1 2Jack-Open Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:w6R9sNPO69JlycURWctdGFzYjwF-9NOs5BE8sSMWKBfAkTvu2V2Y_Vxy3KOq4EiP9izYhzE
Continued on page 2
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-66, 1-6=-14
Concentrated Loads (lb)
Vert: 10=-126 (B), 11=-1061 (B)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 GRD1 1 2Jack-Open Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 2
ID:w6R9sNPO69JlycURWctdGFzYjwF-9NOs5BE8sSMWKBfAkTvu2V2Y_Vxy3KOq4EiP9izYhzE
4 12
3x4
1 4
2
3
T1 B1
1-5-8
1-5-8
2-0-0
-2-0-0
1-5-8
1-5-8 0-3-15 0-9-12
1-3-10
Scale = 1:18
Plate Offsets (X, Y):[2:0-0-2,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)0.00 7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=281/0-3-8, (min. 0-1-8), 3=-6/ Mechanical, (min. 0-1-8),
4=-27/ Mechanical, (min. 0-1-8)
Max Horiz 2=40 (LC 8)
Max Uplift 2=-99 (LC 8), 3=-30 (LC 18), 4=-41 (LC 19)
Max Grav 2=388 (LC 19), 3=10 (LC 10), 4=19 (LC 8)
35 35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 2, 41 lb uplift at joint 4 and 30 lb uplift at joint 3.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J20 1 1Monopitch Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:8tbW4Vhw4H1NdKhd8FfgnTzYjBP-9NOs5BE8sSMWKBfAkTvu2V2XvV3t3KOq4EiP9izYhzE
2.83 12
3x6
1 4
2
3
T1 B1
1-11-4
1-11-4
2-9-15
-2-9-15
1-11-4
1-5-1 0-3-15 0-9-7
Scale = 1:17.9
Plate Offsets (X, Y):[2:0-0-11,0-0-1]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)0.00 7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=401/0-4-9, (min. 0-1-8), 3=-17/ Mechanical, (min. 0-1-8),
4=-44/ Mechanical, (min. 0-1-8)
Max Horiz 2=39 (LC 8)
Max Uplift 2=-142 (LC 8), 3=-48 (LC 18), 4=-64 (LC 19)
Max Grav 2=552 (LC 19), 3=15 (LC 10), 4=27 (LC 8)
36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-231/274
BOT CHORD 2-4=-283/235
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Corner (3) -2-9-15 to 1-1-6, Exterior(2R) 1-1-6 to 1-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3, 142 lb uplift at joint 2 and 64 lb uplift at joint 4.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J21 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:UxiQ9WJQwGgYxpzjTIcx9RzYjDB-9NOs5BE8sSMWKBfAkTvu2V2RqV2y3KOq4EiP9izYhzE
4 12
3x4
1 4
2
3
T1
B1
0-1-1
2-0-0
2-0-0
-2-0-0
1-10-15
1-10-15
2-0-0
1-7-5
0-3-15 0-11
-9
Scale = 1:20.7
Plate Offsets (X, Y):[2:0-0-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)0.01 4 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)-0.01 4 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=277/0-3-8, (min. 0-1-8), 3=8/ Mechanical, (min. 0-1-8)
Max Horiz 2=45 (LC 8)
Max Uplift 2=-93 (LC 8), 3=-40 (LC 18)
Max Grav 2=388 (LC 19), 3=34 (LC 5)
37 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 93 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J22 8 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:smEYHFHGG7uHRMcyYPex1CzYl07-9NOs5BE8sSMWKBfAkTvu2V2XrV303KOq4EiP9izYhzE
4 12
2x4
3
1
2
T1
B1
0-1-1
2-0-0
1-10-15
1-10-15
2-0-0
0-11
-9
0-3-15
0-11
-9
Scale = 1:19.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)0.00 3-6 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 3-6 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 5 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=77/0-5-8, (min. 0-1-8), 2=50/ Mechanical, (min. 0-1-8), 3=26/
Mechanical, (min. 0-1-8)
Max Horiz 1=22 (LC 8)
Max Uplift 1=-11 (LC 8), 2=-17 (LC 8), 3=-1 (LC 8)
Max Grav 1=96 (LC 18), 2=63 (LC 18), 3=31 (LC 18)
38 38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 17 lb uplift at joint 2 and 1 lb uplift at joint 3.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J22A 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:4nsT3phJYWQvvne8CnKKWJzYjyT-dZyEJXFmdmUMyLDMHAQ7bjannvP7onezJuSyh8zYhzD
4 12
3x4
1 4
2
3
T1
B1
2-0-0
2-0-0
2-0-0
-2-0-0
1-10-15
3-10-15
2-0-0
2-3-5
0-3-15
1-7-9
Scale = 1:18.4
Plate Offsets (X, Y):[2:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)0.00 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=296/0-3-8, (min. 0-1-8), 3=81/ Mechanical, (min. 0-1-8),
4=37/ Mechanical, (min. 0-1-8)
Max Horiz 2=67 (LC 8)
Max Uplift 2=-91 (LC 8), 3=-35 (LC 12), 4=-23 (LC 18)
Max Grav 2=429 (LC 19), 3=118 (LC 19), 4=49 (LC 19)
39 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 91 lb uplift at joint 2 and 23 lb uplift at joint 4.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J24 7 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:RR9sIX_aRrJ?XERavzcSuWzYkxM-dZyEJXFmdmUMyLDMHAQ7bjahOvORonezJuSyh8zYhzD
4 12
3x4
3
1
2
T1
B1
2-0-0
2-0-0
1-10-15
3-10-15
2-0-0
1-7-9
0-3-15
1-7-9
Scale = 1:17.7
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)-0.01 3-6 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.01 3-6 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=103/ Mechanical, (min. 0-1-8), 2=87/ Mechanical, (min.
0-1-8), 3=92/ Mechanical, (min. 0-1-8)
Max Horiz 1=44 (LC 8)
Max Uplift 1=-14 (LC 8), 2=-36 (LC 8), 3=-27 (LC 8)
Max Grav 1=140 (LC 19), 2=122 (LC 19), 3=126 (LC 19)
40 40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 36 lb uplift at joint 2 and 27 lb uplift at joint 3.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J24A 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:53Ouddu_YlZVSORQis7JiuzYjyC-dZyEJXFmdmUMyLDMHAQ7bjalrvLtonezJuSyh8zYhzD
4 12
3x4
Special
1
8
4
2
9
3
T1
B1
2-0-0
2-0-0
2-0-0
-2-0-0
3-9-8
5-9-8
2-0-0
2-10
-14
0-3-15
2-3-2
Scale = 1:25.7
Plate Offsets (X, Y):[2:0-2-2,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.01 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.01 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=287/0-3-8, (min. 0-1-8), 3=509/ Mechanical, (min. 0-1-8),
4=123/ Mechanical, (min. 0-1-8)
Max Horiz 2=88 (LC 8)
Max Uplift 2=-80 (LC 8), 3=-147 (LC 12), 4=-52 (LC 12)
Max Grav 2=367 (LC 19), 3=549 (LC 19), 4=194 (LC 19)
41 41FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 1-5-13, Exterior(2R) 1-5-13 to 5-8-12 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 3, 80 lb uplift at joint 2 and 52 lb uplift at joint 4.
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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 406 lb down and 100 lb up at 5-8-12 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 3=-381
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J26 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:8vpUXaWA4Msmp_o1UCPmgozYkwg-dZyEJXFmdmUMyLDMHAQ7bjahavJVonezJuSyh8zYhzD
4 12
3x4
1 8 4
2
3
T1
B1
2-0-0
-2-0-0
1-10-1
3-9-0
1-10-15
1-10-15
3-9-0
1-7-5
0-3-15
0-11
-9
Scale = 1:18.2
Plate Offsets (X, Y):[2:0-0-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.01 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=286/0-3-8, (min. 0-1-8), 4=22/ Mechanical, (min. 0-1-8)
Max Horiz 2=41 (LC 8)
Max Uplift 2=-81 (LC 8)
Max Grav 2=396 (LC 19), 4=63 (LC 5)
42 42FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other
members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2.
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)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) J22 (1 ply 2x4 HF) to front face of bottom
chord.
12)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 8=2
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J32 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:pc3uivhQD_pzvhoLJO6MzGzYj8q-6lWcWtGOO4cDaVoYruyM7w7tOJkQXEu7YYBWEbzYhzC
4 12
3x4
1 4
2
3
T1
B1
0-7-9
3-9-0
2-0-0
-2-0-0
3-1-7
3-1-7
0-7-9
3-9-0
3-1-7
3-1-7
2-0-3
0-3-15
1-4-7
Scale = 1:23.8
Plate Offsets (X, Y):[2:0-0-2,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)0.01 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=301/0-3-8, (min. 0-1-8), 3=65/ Mechanical, (min. 0-1-8),
4=20/ Mechanical, (min. 0-1-8)
Max Horiz 2=58 (LC 8)
Max Uplift 2=-86 (LC 8), 3=-25 (LC 12)
Max Grav 2=431 (LC 19), 3=92 (LC 19), 4=48 (LC 5)
43 43FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 86 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J34 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:9yiDLlWa3Bbknnti7XtdXpzYjAL-6lWcWtGOO4cDaVoYruyM7w7s5Jk1XEu7YYBWEbzYhzC
412
3x4
1.5x4
1.5x4
1
5
2
9 3
10
4
T1
B1
W1
0-1-12
6-0-0
2-0-0
-2-0-0
5-10-4
5-10-4
6-2-4
12-2-4
6-0-0
5-0-7
0-3-15
4-4-11
Scale = 1:29.9
Plate Offsets (X, Y):[2:0-0-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.04 5-8 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.08 5-8 >889 240
TCDL 8.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
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=342/0-5-8, (min. 0-1-8), 4=163/ Mechanical, (min. 0-1-8),
5=509/ Mechanical, (min. 0-1-8)
Max Horiz 2=161 (LC 8)
Max Uplift 2=-54 (LC 8), 4=-71 (LC 8), 5=-179 (LC 12)
Max Grav 2=342 (LC 1), 4=247 (LC 19), 5=653 (LC 19)
44 44FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-5=-618/333
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 7-10-9, Exterior(2R) 7-10-9 to 12-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 4, 54 lb uplift at joint 2 and 179 lb uplift at joint 5.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J48 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:2afewdRW9_Vg5zV4FZ4PtUzYk77-6lWcWtGOO4cDaVoYruyM7w7ncJiiXD17YYBWEbzYhzC
4 12
4x4
JUS24 JUS24
1 8 9 4
2
3
T1
B1
2-0-0
-2-0-0
1-10-15
1-10-15
3-0-9
4-11-8
1-10-15
1-10-15
3-0-9
4-11-8
1-7-5
0-3-15
0-11
-9
Scale = 1:19.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.01 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 4-7 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=277/0-3-8, (min. 0-1-8), 3=33/ Mechanical, (min. 0-1-8),
4=47/ Mechanical, (min. 0-1-8)
Max Horiz 2=44 (LC 6)
Max Uplift 2=-91 (LC 6), 3=-18 (LC 16), 4=-4 (LC 11)
Max Grav 2=386 (LC 17), 3=72 (LC 5), 4=60 (LC 5)
45 45FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other
members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3, 91 lb uplift at joint 2 and 4 lb uplift at joint 4.
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)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)
J22 (1 ply 2x4 HF), J24 (1 ply 2x4 HF) to back face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 8=2, 9=-36
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J52 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:7xv7W6eohzFkL8Lqh4DkKEzYjLo-ay4?kDG09Nk4BfNlPbTbg8g1Ci4fGh8GmCx3m1zYhzB
4 12
3x4
1
5
4
2
3
T1
B1
1-0-9
4-11-8
2-0-0
-2-0-0
3-10-15
3-10-15
0-11-13
4-11-8
3-11-11
3-11-11
2-3-5
0-3-15
1-7-9
Scale = 1:24.3
Plate Offsets (X, Y):[2:0-0-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)0.01 5-8 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 5-8 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-1-8. except 2=0-3-8, 4= Mechanical, 5=0-2-2
(lb) -Max Horiz 2=67 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4, 5 except 2=452 (LC
19)
46 46FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other
members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J54 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:9iDgoIO3lwnjz42i5n_GYwzYjV9-ay4?kDG09Nk4BfNlPbTbg8g1ri4yGh8GmCx3m1zYhzB
4 12
3x4
1.5x4
1.5x4
1
4
2
8
3
T1
W1
B1
2-0-0
-2-0-0
4-11-8
4-11-8
4-11-8
2-7-8
0-3-15
1-11
-12
Scale = 1:21.2
Plate Offsets (X, Y):[2:0-0-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.03 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.05 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=352/0-3-8, (min. 0-1-8), 4=165/ Mechanical, (min. 0-1-8)
Max Horiz 2=56 (LC 11)
Max Uplift 2=-98 (LC 8), 4=-36 (LC 12)
Max Grav 2=502 (LC 19), 4=227 (LC 19)
47 47FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 1-9-12, Exterior(2E) 1-9-12 to 4-9-12 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4 and 98 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J55 4 1Monopitch Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:bx3nQuGPRxoMa7Jpk?9wRCzYjL_-ay4?kDG09Nk4BfNlPbTbg8g1ri25Gh8GmCx3m1zYhzB
412
3x4
1 6
2
10
11 3
4
5
T1
B1
2-0-0
-2-0-0
3-10-15
9-10-15
6-0-0
6-0-0
6-0-0
4-3-5
0-3-15
3-7-9
Scale = 1:26.5
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.08 6-9 >859 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.14 6-9 >527 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 2=0-5-8, 3=0-1-8, 4=0-1-8
(lb) -Max Horiz 2=135 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4, 5
Max Grav All reactions 250 (lb) or less at joint(s) 4, 5, 6 except 2=419 (LC
19), 3=322 (LC 19)
48 48FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 5-7-4, Exterior(2R) 5-7-4 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 3, 4.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J610 3 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Dhv8fO7EXXklta2nLLoC53zYkua-_Wm7MFJuSI6f266J4j0IImIV?w17T2tiSA9jNMzYhz8
4 12
3x6
5
1
9
10 2
3
4
T1
B1
3-10-15
9-10-15
6-0-0
6-0-0
6-0-0
3-7-9
0-3-15
3-7-9
Scale = 1:23.5
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.11 5-8 >642 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.17 5-8 >414 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 1= Mechanical, 2=0-1-8, 3=0-1-8
(lb) -Max Horiz 1=112 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 2, 3, 4
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4, 5 except 1=265 (LC
19), 2=332 (LC 19)
49 49FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-7-4, Exterior(2R) 5-7-4 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 2, 3.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J610A 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:xprIdM4iEmjxUMCJUFYMfAzYk7b-SjJVZbKXDcEWgGhWeRXXq_qgxKKBCV7shqvHvozYhz7
412
3x4
1
7
2
11
3
12 4
5
6
T1
B1
2-0-0
-2-0-0
6-0-0
6-0-0
5-10-15
11-10-15
6-0-0
4-11
-5
0-3-15
4-3-9
Scale = 1:29.5
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.06 7-10 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.11 7-10 >625 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 6= Mechanical, 7= Mechanical, 2=0-5-8
(lb) -Max Horiz 2=158 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4, 5, 6
Max Grav All reactions 250 (lb) or less at joint(s) 4, 5, 6, 7 except 2=398
(LC 19), 3=287 (LC 19)
50 50FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 7-7-4, Exterior(2R) 7-7-4 to 11-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 3, 4, 5.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J612 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:2rHPwSC_6NVubVVxhcvcLKzYkuU-SjJVZbKXDcEWgGhWeRXXq_qiiKOVCV7shqvHvozYhz7
412
3x4
6
1
10
11
2
12 3
4
5
T1
B1
6-0-0
6-0-0
5-10-15
11-10-15
6-0-0
4-3-9
0-3-15
4-3-9
Scale = 1:26.5
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.09 6-9 >801 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.15 6-9 >475 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 1= Mechanical, 5= Mechanical, 6= Mechanical
(lb) -Max Horiz 1=134 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 2, 3, 4, 5
Max Grav All reactions 250 (lb) or less at joint(s) 1, 3, 4, 5, 6 except
2=297 (LC 19)
51 51FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-7-4, Exterior(2R) 7-7-4 to 11-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 3, 4.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J612A 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:ekS4jnBztq_WhvzE4Mji3HzYk7R-SjJVZbKXDcEWgGhWeRXXq_qhpKMRCV7shqvHvozYhz7
412
3x4
1
8
2
3
12
4
13 5
6
7
T1
B1
2-0-0
-2-0-0
6-0-0
6-0-0
7-10-15
13-10-15
6-0-0
5-7-5
0-3-15
4-11
-9
Scale = 1:32.4
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.06 8-11 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.11 8-11 >643 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 7= Mechanical, 8= Mechanical, 2=0-5-8
(lb) -Max Horiz 2=180 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4, 5, 6, 7, 8 except
2=396 (LC 1)
52 52FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 9-7-4, Exterior(2R) 9-7-4 to 13-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5, 6.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 3, 4, 5, 6.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J614 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:pNmRbBI0EqVmZk6T9I2Ug0zYkuM-SjJVZbKXDcEWgGhWeRXXq_qj_KOfCV7shqvHvozYhz7
412
3x4
7
1
11
2
12
3
13 4
5
6
T1
B1
6-0-0
6-0-0
7-10-15
13-10-15
6-0-0
4-11
-9
0-3-15
4-11
-9
Scale = 1:29.5
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.09 7-10 >828 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.15 7-10 >485 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 1= Mechanical, 6= Mechanical, 7= Mechanical
(lb) -Max Horiz 1=157 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 2, 3, 4, 5, 6
Max Grav All reactions 250 (lb) or less at joint(s) 1, 2, 3, 4, 5, 6, 7
53 53FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-7-4, Exterior(2R) 9-7-4 to 13-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 5.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 3, 4, 5.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J614A 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:x4NkCAHMD_sW1_?a_KMMrlzYk7K-wvtunwK9_wMNIQGiC83mNBNtrji_xyN?wUeqREzYhz6
4 12
4x4
JUS24 JUS24
1 8 9 4
2
3
T1
B1
2-0-0
-2-0-0
1-10-15
1-10-15
4-1-1
6-0-0
1-10-15
1-10-15
4-1-1
6-0-0
1-7-5
0-3-15 0-11
-9
Scale = 1:20.6
Plate Offsets (X, Y):[2:0-2-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.02 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.04 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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=271/0-5-8, (min. 0-1-8), 3=54/ Mechanical, (min. 0-1-8),
4=45/ Mechanical, (min. 0-1-8)
Max Horiz 2=44 (LC 29)
Max Uplift 2=-92 (LC 8), 3=-8 (LC 13)
Max Grav 2=381 (LC 19), 3=103 (LC 5), 4=71 (LC 5)
54 54FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 92 lb uplift at joint 2.
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)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)
J22 (1 ply 2x4 HF), J24 (1 ply 2x4 HF) to front face of bottom chord.
12)Fill all nail holes where hanger is in contact with lumber.
13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 8=2 (F), 9=-35 (F)
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J62 6 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:5eaNoKZlb5qQlMyl5_SAi8zYkvJ-ay4?kDG09Nk4BfNlPbTbg8g25i3iGh8GmCx3m1zYhzB
4 12
4x4
1 4
2
3
T1
B1
2-0-0
-2-0-0
2-1-1
6-0-0
3-10-15
3-10-15
2-1-1
6-0-0
3-10-15
3-10-15
2-3-5
0-3-15
1-7-9
Scale = 1:20.6
Plate Offsets (X, Y):[2:0-2-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.04 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.07 4-7 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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=332/0-5-8, (min. 0-1-8), 3=102/ Mechanical, (min. 0-1-8),
4=36/ Mechanical, (min. 0-1-8)
Max Horiz 2=67 (LC 8)
Max Uplift 2=-84 (LC 8), 3=-33 (LC 12)
Max Grav 2=471 (LC 19), 3=143 (LC 19), 4=79 (LC 5)
55 55FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3 and 84 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J64 6 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:H1GzgvvJ?hLS6f58jszkq2zYkut-28eNxZHewhsxpoyxzI_qCLCCd6OV?8NQ?sgcITzYhzA
4 12
3x4
1
8
4
2
9
3
T1
B1
2-0-0
-2-0-0
0-1-1
6-0-0
5-10-15
5-10-15
6-0-0
2-11
-5
0-3-15
2-3-9
Scale = 1:23
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.10 4-7 >733 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.15 4-7 >486 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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=389/0-5-8, (min. 0-1-8), 3=155/ Mechanical, (min. 0-1-8),
4=57/ Mechanical, (min. 0-1-8)
Max Horiz 2=90 (LC 8)
Max Uplift 2=-96 (LC 8), 3=-61 (LC 12)
Max Grav 2=514 (LC 19), 3=229 (LC 19), 4=89 (LC 5)
56 56FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 1-7-4, Exterior(2R) 1-7-4 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 96 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J66 5 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:6BdExyz4bX6bqaYH47384JzYkun-28eNxZHewhsxpoyxzI_qCLC9A6L_?8NQ?sgcITzYhzA
4 12
3x6
3
1
2
T1
B1
0-1-1
6-0-0
5-10-15
5-10-15
6-0-0
2-3-9
0-3-15
2-3-9
Scale = 1:22.2
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.13 3-6 >557 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.19 3-6 >383 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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)1=235/ Mechanical, (min. 0-1-8), 2=166/ Mechanical, (min.
0-1-8), 3=68/ Mechanical, (min. 0-1-8)
Max Horiz 1=66 (LC 8)
Max Uplift 1=-35 (LC 8), 2=-64 (LC 8)
Max Grav 1=326 (LC 18), 2=241 (LC 18), 3=92 (LC 5)
57 57FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 64 lb uplift at joint 2.
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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J66A 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:WzelRXq9xcCm5IgTJ3BgryzYk7v-28eNxZHewhsxpoyxzI_qCLC826IY?8NQ?sgcITzYhzA
4 12
4x16
1.5x4
3x4
3x4
JUS24 JUS24
1
7 8 4
2
3
T1
B1
W2
W1
2-4-12
6-0-0
3-7-4
3-7-4
6-0-0
2-3-15
0-3-15
2-3-15
Scale = 1:28
Plate Offsets (X, Y):[1:0-0-8,Edge], [3:0-2-0,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.10 4-6 >702 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.13 4-6 >527 240
TCDL 8.0 Rep Stress Incr NO WB 0.21 Horz(CT)0.01 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=847/ Mechanical, (min. 0-1-8), 3=-11/ Mechanical, (min.
0-1-8), 4=904/ Mechanical, (min. 0-1-8)
Max Horiz 1=66 (LC 25)
Max Uplift 1=-216 (LC 6), 3=-47 (LC 25), 4=-243 (LC 6)
Max Grav 1=938 (LC 16), 3=20 (LC 23), 4=964 (LC 16)
58 58FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1665/384
BOT CHORD 1-7=-406/1500, 7-8=-247/919, 4-8=-247/919
WEBS 2-4=-1002/269
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 1, 47 lb uplift at joint 3 and 243 lb uplift at joint 4.
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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
12)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)
J48 (1 ply 2x4 HF) to back face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 1-4=-14
Concentrated Loads (lb)
Vert: 7=-639, 8=-639
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J66B 1 1Jack-Open Girder Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:XnD18zS8wHdXi74GpGceQizYk76-28eNxZHewhsxpoyxzI_qCLC5x6Hq?56Q?sgcITzYhzA
4 12
3x4
1 5
2
9
3
4
T1
B1
2-0-0
-2-0-0
1-10-15
7-10-15
6-0-0
6-0-0
6-0-0
3-7-5
0-3-15
2-11
-9
Scale = 1:23.5
Plate Offsets (X, Y):[2:0-1-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.11 5-8 >652 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.16 5-8 >441 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 2=0-5-8, 3=0-1-8
(lb) -Max Horiz 2=112 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4
Max Grav All reactions 250 (lb) or less at joint(s) 4, 5 except 2=466 (LC
19), 3=325 (LC 19)
59 59FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 3-7-4, Exterior(2R) 3-7-4 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J68 3 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:S9R7_f1CP4kuwMQFtgfKnNzYkui-WKCl8vIGh?_oRyX7W0V3lZlJ7WgKkbdZEWQArwzYhz9
4 12
3x6
4
1
8
9
2
3
T1
B1
1-10-15
7-10-15
6-0-0
6-0-0
6-0-0
2-11
-9
0-3-15
2-11
-9
Scale = 1:21
Plate Offsets (X, Y):[1:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.14 4-7 >520 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.20 4-7 >360 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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 0-1-8. except 1= Mechanical, 2=0-1-8
(lb) -Max Horiz 1=89 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 2, 3
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4 except 1=312 (LC
19), 2=335 (LC 19)
60 60FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-7-4, Exterior(2R) 3-7-4 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)All bearings are assumed to be HF No.2 .
7)Refer to girder(s) for truss to truss connections.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 2.
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.
LOAD CASE(S) Standard
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J68A 2 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:i4ovkHz3L?aCv_0aTsuFoGzYk7k-WKCl8vIGh?_oRyX7W0V3lZlIAWe8kbdZEWQArwzYhz9
4 12
3x6
JUS24 JUS24 JUS24
1 8 9 10 4
2
3
T1
B1
2-0-0
-2-0-0
1-10-15
1-10-15
5-0-9
6-11-8
2-0-7
2-0-7
4-11-1
6-11-8
1-7-5 0-3-15 0-11
-9
Scale = 1:22.1
Plate Offsets (X, Y):[2:0-0-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.07 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.11 4-7 >726 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=246/0-3-8, (min. 0-1-8), 3=134/ Mechanical, (min. 0-1-8),
4=184/ Mechanical, (min. 0-1-8)
Max Horiz 2=44 (LC 6)
Max Uplift 2=-100 (LC 26), 3=-25 (LC 11), 4=-35 (LC 11)
Max Grav 2=356 (LC 17), 3=155 (LC 20), 4=184 (LC 18)
61 61FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3, 100 lb uplift at joint 2 and 35 lb uplift at joint 4.
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)Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 5-10-12 to connect truss
(es) J22 (1 ply 2x4 HF), J24 (1 ply 2x4 HF), J26 (1 ply 2x4 HF) to front face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-66, 4-5=-14
Concentrated Loads (lb)
Vert: 8=2, 9=-35, 10=-180
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J72 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:RohJM3Pp_0zNhAne2zJCZJzYjIE-WKCl8vIGh?_oRyX7W0V3lZlNiWgVkbdZEWQArwzYhz9
4 12
4x4
1 4
2
3
T1
B1
2-0-0
-2-0-0
3-0-9
6-11-8
3-10-15
3-10-15
2-11-1
6-11-8
4-0-7
4-0-7
2-3-5
0-3-15
1-7-9
Scale = 1:22.1
Plate Offsets (X, Y):[2:0-2-2,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.07 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.12 4-7 >690 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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=335/0-3-8, (min. 0-1-8), 3=108/ Mechanical, (min. 0-1-8),
4=40/ Mechanical, (min. 0-1-8)
Max Horiz 2=67 (LC 8)
Max Uplift 2=-82 (LC 8), 3=-31 (LC 12)
Max Grav 2=474 (LC 19), 3=149 (LC 19), 4=91 (LC 5)
62 62FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 82 lb uplift at joint 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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J74 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Vb5y0TMevgLTM8tjnhByBGzYkws-_Wm7MFJuSI6f266J4j0IImIY5w2rT2tiSA9jNMzYhz8
4 12
3x4
1
8
4
2
3
T1
B1
2-0-0
-2-0-0
1-4-9
6-11-8
5-6-15
5-6-15
1-3-1
6-11-8
5-8-7
5-8-7
2-10
-0
0-3-15
2-2-4
Scale = 1:22.1
Plate Offsets (X, Y):[2:0-0-14,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.10 4-7 >862 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.17 4-7 >493 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
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=387/0-3-8, (min. 0-1-8), 3=152/ Mechanical, (min. 0-1-8),
4=53/ Mechanical, (min. 0-1-8)
Max Horiz 2=86 (LC 8)
Max Uplift 2=-92 (LC 8), 3=-56 (LC 12)
Max Grav 2=521 (LC 19), 3=222 (LC 19), 4=99 (LC 5)
63 63FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) 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)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)All bearings are assumed to be HF No.2 .
8)Refer to girder(s) for truss to truss connections.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 92 lb uplift at joint 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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 J76 1 1Jack-Open Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Vb5y0TMevgLTM8tjnhByBGzYkws-_Wm7MFJuSI6f266J4j0IImIWHw1vT2tiSA9jNMzYhz8
2.83 12
1 6
2 7
3
4
5
T1
8-6-6
1-0-6
8-6-6
2-0-6
7-6-0
2-6-9
2-6-9
2-11-0
5-5-9
2-3-12
Scale = 1:19.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)0.02 2-3 >999 360
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.00 Vert(CT)0.02 2-3 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 10 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-8-10 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=348/0-2-2, (min. 0-1-8), 3=48/0-2-2, (min. 0-1-8),
4=167/0-4-4, (min. 0-1-8)
Max Horiz 2=66 (LC 8)
Max Uplift 2=-127 (LC 8), 3=-39 (LC 12), 4=-47 (LC 8)
Max Grav 2=467 (LC 18), 3=75 (LC 18), 4=233 (LC 18)
64 64FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and
C-C Exterior(2E) -2-6-4 to 0-5-12, Interior (1) 0-5-12 to 2-11-6, Exterior(2E) 2-11-6 to 6-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)* This truss has been designed for a live load of 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other
members.
5)All bearings are assumed to be HF No.2 .
6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 2, 39 lb uplift at joint 3 and 47 lb uplift at joint 4.
8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 R01 1 1Rafter Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:Q_EwlUOV9jXvDz51aiX6VdzYjZ1-wvtunwK9_wMNIQGiC83mNBNsGjoXxyN?wUeqREzYhz6
2.83 12
1
2
7
3
4
5
6
T1
12-5-0
2-6-9
2-6-9
1-2-8
12-5-0
2-9-15
8-3-8
2-11-0
5-5-9
2-11-0
11-2-8
3-2-12
Scale = 1:23.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.02 3-4 >999 360
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.00 Vert(CT)-0.02 3-4 >999 240
TCDL 8.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
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 0-2-2.
(lb) -Max Horiz 2=97 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 3, 4, 5 except 2=-124 (LC 6)
Max Grav All reactions 250 (lb) or less at joint(s) 3, 4 except 2=357 (LC
16), 5=278 (LC 16)
65 65FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)* This truss has been designed for a live load of 0.0psf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other
members.
5)All bearings are assumed to be HF No.2 .
6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 5.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5 except (jt=lb) 2=124.
8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5.
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.
10)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent spaced at 5-7-14 oc max. starting at 0-1-1 from the left end to 8-6-14 to
connect truss(es) J68A (1 ply 2x4 HF), J610A (1 ply 2x4 HF), J614A (1 ply 2x4 HF) to front face of top chord.
11)Use MiTek SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-8-15 from the left end to connect truss(es) J612A (1 ply 2x4 HF) to front
face of top chord, skewed 45.0 deg.to the left, sloping -18.4 deg. down.
12)Fill all nail holes where hanger is in contact with lumber.
13)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may
protrude above or below truss chords. Bending of extended flanges is permitted.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-6=-66
Concentrated Loads (lb)
Vert: 2=-2, 3=-2, 4=-2, 5=-4
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 R02 1 1Corner Rafter Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:YI3aWX7ntBTAj5TkFB3StJzYk3f-wvtunwK9_wMNIQGiC83mNBNsDjoXxyN?wUeqREzYhz6
2X4 4-HOLE VENT
2 1
B1
1-10-8
1-10-8
0-3-8
Scale = 1:13.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL)0.00 1-2 >999 360
(Roof Snow = 25.0)Lumber DOL 0.90 BC 0.03 Vert(CT)0.00 1-2 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 2 lb FT = 20%
LUMBER
TOP CHORD
BOT CHORD 2x4 HF No.2
BRACING
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)1=13/0-3-8, (min. 0-1-8), 2=13/0-3-8, (min. 0-1-8)
Max Grav 1=31 (LC 5), 2=31 (LC 5)
66 66FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=; Ct=1.10
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
4)All bearings are assumed to be HF No.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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 Z1 70 1JOIST Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:HRA4DVJqNw6RkOpRNeMtdMzaNGX-O5RG_GLnlDUEvarulsa?vPw9P78JgPd998ON_hzYhz5
2 1
B1
1-10-8
1-10-8
0-3-8
Scale = 1:10.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL)0.00 1-2 >999 360
(Roof Snow = 25.0)Lumber DOL 0.90 BC 0.03 Vert(CT)0.00 1-2 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 2 lb FT = 20%
LUMBER
TOP CHORD
BOT CHORD 2x4 HF No.2
BRACING
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)1=13/0-3-8, (min. 0-1-8), 2=13/0-3-8, (min. 0-1-8)
Max Grav 1=31 (LC 5), 2=31 (LC 5)
67 67FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=; Ct=1.10
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 23.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
4)All bearings are assumed to be HF No.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
2382-B-RoofJobTrussTruss Type Qty Ply
M-2050-01 Z2 69 1JOIST Job Reference (optional)
The Truss Company, Sumner, WA 98390, Kelly.Finelli Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Tue Mar 21 11:34:39 Page: 1
ID:OC_QWmheJ8uAL?5C7xvvqhzaNG3-O5RG_GLnlDUEvarulsa?vPw9P78JgPd998ON_hzYhz5