Roof Truss Engineering - A412
5x6 2x4 2x4 2x4
5x12
3x6
2x4
2x4 2x4
4x6
4x4
MT18HS 6x16
4x8
2x4
2x4 2x4
5x8
4x8 2x4 2x4 2x4
4x8
MT18HS 6x16
4x4
4x6
2x4 2x4 2x4
3x6
5x12
2x4
2x4 2x4 5x6
111
102
18 17 16 15 14 13 12
7273
3 9
4 857
7174
6
T5
T6
T3
T1
T4
T2
T4
T2
B1B1B2
W1W2
W3W4
W5
W4W3
W2W1
ST1ST2ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST11
ST12
ST13
ST14
ST15
ST1 ST2 ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST11
ST12
ST13
ST14
ST15
1-4-3
26-8-15
1-4-3
13-1-4
1-10-5
-1-10-5
1-10-5
40-4-5
4-9-9
11-9-1
4-9-9
31-6-8
6-1-12
25-4-12
6-1-12
19-3-0
6-11-8
6-11-8
6-11-8
38-6-0
6-1-12
31-6-8
6-1-12
25-4-12
6-1-12
19-3-0
6-1-12
13-1-4
6-11-8
6-11-8
6-11-8
38-6-0
7-4-2
0-3-152-5-9
2-5-9
1-10
-8
4-4-1 0-1-14
4-5-15
1-10
-12
6-4-11 0-4-4
6-8-15
Scale = 1:72.4
Plate Offsets (X, Y):
[2:0-4-2,0-0-3], [3:0-5-0,0-2-8], [3:0-4-14,Edge], [4:0-1-6,0-0-12], [4:0-2-0,Edge], [4:0-2-0,0-1-1], [4:0-2-0,0-0-5], [5:0-7-8,0-3-0], [7:0-4-13,0-3-0], [8:0-1-6,0-0-12],
[8:0-2-0,Edge], [8:0-2-0,0-0-11], [8:0-2-0,0-0-5], [9:0-5-0,0-2-8], [9:0-4-14,Edge], [10:0-4-2,0-0-3], [27:0-1-11,0-0-12], [30:0-1-11,0-0-12], [49:0-1-11,0-0-12],
[52:0-1-11,0-0-12]
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 0.97 Vert(LL)-0.42 15 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.67 15 >690 240 MT18HS 185/148
TCDL 8.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.13 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 301 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud *Except* W4:2x4 HF No.2
OTHERS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing.
WEBS 1 Row at midpt 7-15, 5-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1663/0-5-8, (min. 0-1-12), 10=1663/0-5-8, (min. 0-2-12)
Max Horiz 2=-76 (LC 13)
Max Uplift 2=-313 (LC 8), 10=-313 (LC 9)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-71=-2586/619, 7-71=-2653/607, 7-8=-3464/760, 8-9=-3572/745, 9-72=-4484/889, 10-72=-4539/874, 2-73=-4539/874,
3-73=-4484/888, 3-4=-3572/745, 4-5=-3464/761, 5-74=-2655/608, 6-74=-2588/619
BOT CHORD 2-18=-767/4313, 17-18=-782/4288, 16-17=-572/3307, 15-16=-572/3307, 14-15=-572/3307, 13-14=-572/3307,
12-13=-782/4288, 10-12=-767/4313
WEBS 9-13=-1025/247, 7-13=-38/478, 7-15=-1219/252, 6-15=-227/1271, 5-15=-1217/252, 5-17=-38/478, 3-17=-1024/248
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) -1-10-5 to 1-11-14, Interior (1) 1-11-14 to 15-5-0, Exterior(2R) 15-5-0 to 23-1-6, Interior (1) 23-1-6 to 36-6-2, Exterior(2E) 36-6-2 to 40-4-5 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 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)Bearings are assumed to be: Joint 2 DF SS , Joint 10 HF No.2 .
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 10 and 313 lb uplift at joint 2.
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.
14)No notches allowed in overhang and 11005 from left end and 11005 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0
o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 A00 1 1Common Structural Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:LgJZ_D8dGalpGs6wa?UWxazaOsm-aBlpnV4uK8cZS85fpbQ8ij2Y4D361jYv9Bnme_zaMax
412
2124x12
4x8
MT18HS 8x10
4x8
3x6
8x8
3x4
5x6
4x8 6x8
3x4
4x6
3x6
3x4
3x6 4x8
111
102
16 15 1413 12
24
17
93
4 82523752622
6
T2
T1
T2
T1
B3 B4
B2B1
W3
W2W1
W5
W4 W6 W7
W8 W9
1-10-5
40-4-5
1-10-5
-1-10-5
4-2-12
19-3-0
5-10-0
30-11-0
5-10-0
25-1-0
6-0-7
15-0-4
7-7-0
38-6-0
8-11-13
8-11-13
0-5-8
0-5-8
4-4-8
19-3-0
5-10-0
30-11-0
5-10-0
25-1-0
7-2-8
7-8-0
7-2-8
14-10-8
7-7-0
38-6-0
7-4-2
0-3-15
6-8-15
1-2-7
Scale = 1:74.3
Plate Offsets (X, Y):[2:0-5-9,0-0-6], [3:0-3-8,0-2-0], [10:0-5-4,0-0-14], [16:0-4-0,0-6-0], [17:0-5-0,0-4-12]
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 0.67 Vert(LL)-0.46 16-17 >993 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.77 Vert(CT)-0.75 16-17 >612 240 MT18HS 220/195
TCDL 8.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.23 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 228 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x8 DF SS
WEBS 2x4 DF 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-10-12 oc bracing: 2-17.
WEBS 1 Row at midpt 3-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1660/0-5-8, (min. 0-2-12), 10=1660/0-5-8, (min. 0-2-12)
Max Horiz 2=-80 (LC 13)
Max Uplift 2=-315 (LC 8), 10=-315 (LC 9)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-22=-2416/587, 7-22=-2484/575, 7-23=-3135/696, 8-23=-3158/693, 8-9=-3245/687, 9-10=-3987/781, 2-24=-4547/775,
2-24=-4493/777, 2-3=-7311/1351, 3-4=-3067/662, 4-25=-3007/662, 5-25=-3000/672, 5-26=-2468/581, 6-26=-2460/594
BOT CHORD 15-16=-460/2839, 14-15=-503/3023, 13-14=-503/3023, 12-13=-645/3726, 10-12=-645/3726, 16-17=-945/5275,
2-17=-1193/6989
WEBS 5-16=-50/452, 3-16=-2619/524, 3-17=-389/2688, 6-15=-239/1243, 5-15=-1019/212, 7-15=-1078/229, 7-13=-20/388,
9-13=-760/194
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) -1-10-5 to 1-11-14, Interior (1) 1-11-14 to 15-4-13, Exterior(2R) 15-4-13 to 23-1-3, Interior (1) 23-1-3 to 36-6-2, Exterior(2E) 36-6-2 to 40-4-5 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)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at joint 10.
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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 A01 2 1Roof Special 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. Thu Mar 16 10:15:58 Page: 1
ID:Cc3oBf5goYVBYMmptEskq1zaOoy-2NJB_r5W5SkQ4IgrNIxNExboWdKRmF92OrWJAQzaMaw
412
2125x12
4x8
MT18HS 8x10
4x8
3x6
8x8
3x4
5x6
4x8 6x8
3x4
4x6
3x6
3x4
3x6 4x10
91
14 13 1211 10
25
15
20
82
3 72421642322
5
T2
T1
T2
T3
B1 B2
B3 B4
W1
W2
W3 W7
W5
W4
W9W8
W6
4-2-12
19-1-8
5-10-0
30-9-8
5-10-0
24-11-8
6-0-7
14-10-12
7-7-0
38-4-8
8-10-5
8-10-5
0-4-0
0-4-0
4-4-8
19-1-8
5-10-0
24-11-8
5-10-0
30-9-8
7-2-8
7-6-8
7-2-8
14-9-0
7-7-0
38-4-8
0-4-7 0-3-150-4-7
6-8-15
1-2-7
Scale = 1:71.6
Plate Offsets (X, Y):[1:0-4-1,0-1-0], [2:0-3-8,0-2-0], [9:0-1-4,0-0-0], [14:0-4-0,0-4-12], [15:0-5-0,0-5-8]
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 0.69 Vert(LL)-0.47 14-15 >980 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.75 14-15 >607 240 MT18HS 220/195
TCDL 8.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.23 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 223 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x8 DF SS
WEBS 2x4 DF 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing.
WEBS 1 Row at midpt 2-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1526/0-4-0, (min. 0-2-8), 9=1526/ Mechanical, (min. 0-1-8)
Max Horiz 1=-74 (LC 13)
Max Uplift 1=-261 (LC 8), 9=-262 (LC 9)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-7409/1495, 2-20=-7347/1509, 2-3=-3106/698, 3-21=-3046/699, 4-21=-3035/708, 4-22=-2506/611, 5-22=-2498/624,
5-23=-2454/617, 6-23=-2522/605, 6-24=-3198/739, 7-24=-3206/736, 7-8=-3307/723, 8-25=-4110/884, 9-25=-4167/873
BOT CHORD 1-15=-1376/7085, 14-15=-1071/5344, 13-14=-521/2877, 12-13=-569/3081, 11-12=-569/3081, 10-11=-771/3899,
9-10=-771/3899
WEBS 2-15=-475/2729, 2-14=-2652/590, 4-14=-51/452, 6-11=-26/401, 5-13=-257/1267, 4-13=-1007/213, 8-10=0/283,
8-11=-884/218, 6-13=-1090/235
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 Exterior(2E) 0-2-0 to 4-0-3, Interior (1) 4-0-3 to 15-3-5, Exterior(2R) 15-3-5 to 22-11-11, Interior (1) 22-11-11 to 34-5-9, Exterior(2E) 34-5-9 to 38-3-12 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)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 1 and 262 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.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 A02 5 1Roof Special 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. Thu Mar 16 10:15:58 Page: 1
ID:ONTxaVaa4RBOWMOPWlvWKNzaOa6-XataBB68smtHiSF1x0Scn87zz1gWViOCdVGtitzaMav
412
4x10 3x8
3x4
10x10
3x4
3x6
4x6
3x4
6x8 4x8
5x6
6x8
3x4
4x6
3x6
3x4
10x10
3x4
3x6 4x10
JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24
11411
27 28 20 29 19 30 31 18 17 32 16 33 3415 1435 36 13 37 3812 39 40
2 10
3 9482526
5 7
6
T2
T1
T2
T3
B1 B3B2
W1 W2
W3 W4
W5 W6
W7
W8 W5
W4 W3
W2 W1
4-5-13
14-7-11
4-5-13
10-1-14
4-5-13
28-1-2
4-5-13
32-6-15
4-5-13
19-1-8
4-5-13
23-7-5
5-8-1
5-8-1
5-9-9
38-4-8
4-4-1
18-11-12
4-5-13
14-7-11
4-5-13
10-1-14
4-5-13
28-1-2
4-5-13
32-6-15
4-7-9
23-7-5
5-8-1
5-8-1
5-9-9
38-4-8
0-4-7 0-3-150-4-7
6-8-15
Scale = 1:68.4
Plate Offsets (X, Y):[1:0-1-0,0-0-0], [5:0-1-12,0-1-8], [6:0-3-8,Edge], [7:0-1-8,0-1-8], [11:0-1-4,Edge], [13:0-3-8,0-6-4], [19:0-3-8,0-6-4], [20:0-5-0,0-1-8]
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 0.65 Vert(LL)-0.40 14-16 >999 360 MT20 220/195
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.63 14-16 >721 240
TCDL 8.0 Rep Stress Incr NO WB 0.32 Horz(CT)0.13 11 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 710 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=6814/0-4-0, (min. 0-3-12), 11=7225/ Mechanical, (min. 0-1-8)
Max Horiz 1=-74 (LC 11)
Max Uplift 1=-1324 (LC 6), 11=-1405 (LC 7)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-18684/3630, 2-3=-16620/3231, 3-4=-13942/2710, 4-25=-13897/2712, 5-25=-13893/2719, 5-6=-11491/2255,
6-7=-11323/2223, 7-26=-13988/2738, 8-26=-13992/2731, 8-9=-14037/2729, 9-10=-16882/3283, 10-11=-19561/3803
BOT CHORD 1-27=-3450/17687, 27-28=-3450/17687, 20-28=-3450/17687, 20-29=-3450/17687, 19-29=-3450/17687,
19-30=-3024/15742, 30-31=-3024/15742, 18-31=-3024/15742, 17-18=-2485/13180, 17-32=-2485/13180,
16-32=-2485/13180, 16-33=-2450/13270, 33-34=-2450/13270, 15-34=-2450/13270, 14-15=-2450/13270,
14-35=-3020/15990, 35-36=-3020/15990, 13-36=-3020/15990, 13-37=-3561/18526, 37-38=-3561/18526,
12-38=-3561/18526, 12-39=-3561/18526, 39-40=-3561/18526, 11-40=-3561/18526, 11-41=-2794/14567,
11-41=-2787/14529
WEBS 2-20=-202/1209, 2-19=-2101/461, 3-19=-443/2401, 3-18=-3190/669, 5-18=-585/3062, 5-16=-3620/741, 6-16=-1321/6873,
7-16=-3863/787, 7-14=-618/3240, 9-14=-3384/708, 9-13=-477/2574, 10-13=-2734/585, 10-12=-281/1614
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 0-8-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-19 2x4 - 1 row at 0-7-0 oc, Except member 9-13 2x4 - 1 row at 0-7-0 oc, member 2-20 2x4 - 2 rows
staggered at 0-5-0 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 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.
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 1324 lb uplift at joint 1 and 1405 lb uplift at joint 11.
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.
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 A03 1 3Common 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. Thu Mar 16 10:15:58 Page: 1
ID:dqx1uPPQH0sxpDobblr0o_zaOFh-XataBB68smtHiSF1x0Scn87zb1hqVl3CdVGtitzaMav
Continued on page 2
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 1-11-4 from the left end to 37-11-4 to connect truss
(es) B03 (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: 1-6=-66, 6-11=-66, 1-11=-14
Concentrated Loads (lb)
Vert: 17=-578, 20=-578, 19=-578, 13=-578, 27=-578, 28=-578, 29=-578, 30=-578, 31=-578, 32=-578, 33=-578, 34=-578, 35=-578, 36=-578, 37=-578, 38=-578,
39=-578, 40=-578, 41=-582
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 A03 1 3Common 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. Thu Mar 16 10:15:58 Page: 2
ID:dqx1uPPQH0sxpDobblr0o_zaOFh-XataBB68smtHiSF1x0Scn87zb1hqVl3CdVGtitzaMav
612
3x8
3x6
2x4
3x4
3x6
6x6
3x8
3x6
2x4
3x6
4x4
2x4
3x6
2x4
5x6
3x6
3x6
3x4
3x6
3x8
101
19 18 17 16 15 14 13 12 11
92
5046
20
3 8494
47 48
5 76
T1 T1
T2 T3
B1 B2
W3
W1
W3
W1
W2
W4
HW1 HW1
ST5
ST3
ST4
ST2ST1
ST3
ST6
ST7
ST8
ST9
ST10
ST11
ST12
ST13
ST14
ST15
0-4-14
6-8-2
2-0-0
26-6-0
2-0-0
-2-0-0
5-6-14
12-3-0
5-11-12
18-2-12
6-3-4
6-3-4
6-3-4
24-6-0
2-2-13
16-2-13
5-8-13
14-0-0
8-3-3
8-3-3
8-3-3
24-6-0
7-5-7
0-8-8
3-7-0
3-7-0
0-4-3
3-11
-3
2-5-5
6-4-8
0-5-8
6-10
-0
Scale = 1:51.9
Plate Offsets (X, Y):[2:0-4-5,0-1-8], [4:0-2-8,0-1-8], [5:0-1-4,0-1-8], [6:0-2-0,Edge], [7:0-1-0,0-1-8], [9:0-4-5,0-1-8], [16:0-2-0,Edge], [18:0-3-0,0-3-0], [20:Edge,0-2-8]
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 0.45 Vert(LL)-0.09 19-42 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.15 19-42 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.02 16 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 174 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2 *Except* W1:2x4 DF Stud, W2,W4:2x6 DF SS
OTHERS 2x4 DF Stud
WEDGE Left: 2x4 DF Stud
Right: 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 20
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 11-9-8. except 2=0-5-8
(lb) -Max Horiz 2=-81 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s) 9, 11, 12, 17, 18, 43 except
2=-131 (LC 12), 16=-155 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 17
except 2=755 (LC 19), 9=342 (LC 20), 16=896 (LC 20), 18=375
(LC 19), 43=342 (LC 20)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-46=-827/131, 3-46=-738/153, 3-4=-655/149, 4-47=-317/87, 5-47=-291/98, 5-6=-277/100, 6-7=-19/296, 7-48=-30/281
BOT CHORD 2-19=-128/660, 18-19=-64/608
WEBS 6-16=-565/75, 8-16=-486/194, 19-20=-29/294, 6-20=-27/292, 4-20=-609/150, 18-20=-610/149
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 1-0-0, Interior (1) 1-0-0 to 9-3-0, Exterior(2R) 9-3-0 to 15-3-0, Interior (1) 15-3-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 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 100 lb uplift at joint(s) 9, 18, 17, 12, 11, 9 except (jt=lb) 2=130, 16=155.
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)No notches allowed in overhang and 20000 from left end and 20000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at
2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B00 1 1Common Structural Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:dO3JhDxm9dbMp3u?6AzGbgzaO24-?mRyPX7md3?8JcqEUjzrJMgBTR7IE7JLr9?QFJzaMau
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B00 1 1Common Structural Gable 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. Thu Mar 16 10:15:58 Page: 2
ID:dO3JhDxm9dbMp3u?6AzGbgzaO24-?mRyPX7md3?8JcqEUjzrJMgBTR7IE7JLr9?QFJzaMau
612
4x8
1.5x4
3x4
4x6
4x4 3x4
1.5x4
4x8
71
10 23 9 8
62
2217
3 51821
2019
4
T1 T1
B1 B2
W2
W1
W2
W1
HW1 HW1
2-0-0
26-6-0
2-0-0
-2-0-0
5-11-12
18-2-12
5-11-12
12-3-0
6-3-4
6-3-4
6-3-4
24-6-0
7-11-11
16-2-13
8-3-3
8-3-3
8-3-3
24-6-0
7-5-7
0-8-8
6-10
-0
Scale = 1:50.5
Plate Offsets (X, Y):[6:Edge,0-4-13]
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 0.90 Vert(LL)-0.28 8-10 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.40 8-10 >742 240
TCDL 8.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.07 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 95 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2 *Except* W1:2x4 DF Stud
WEDGE Left: 2x4 DF Stud
Right: 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied.
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=1112/0-5-8, (min. 0-1-15), 6=1112/0-5-8, (min. 0-1-15)
Max Horiz 2=-81 (LC 13)
Max Uplift 2=-179 (LC 12), 6=-179 (LC 13)
Max Grav 2=1189 (LC 22), 6=1190 (LC 23)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1711/275, 3-17=-1697/297, 3-18=-1551/286, 18-19=-1540/299, 4-19=-1477/312, 4-20=-1479/312,
20-21=-1541/299, 5-21=-1552/286, 5-22=-1698/297, 6-22=-1712/275
BOT CHORD 2-10=-219/1495, 10-23=-68/1032, 9-23=-68/1032, 8-9=-68/1032, 6-8=-158/1452
WEBS 4-8=-107/629, 5-8=-437/186, 4-10=-107/627, 3-10=-437/186
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 1-0-0, Interior (1) 1-0-0 to 9-3-0, Exterior(2R) 9-3-0 to 15-3-0, Interior (1) 15-3-0 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)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, with BCDL = 7.0psf.
7)All bearings are assumed to be HF No.2 .
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 2 and 179 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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B01 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. Thu Mar 16 10:15:58 Page: 1
ID:Fj_9zOq?NsYBJA0MMwKE0mzaO4p-Ty?Kcs7PON7?xmPQ2RU4sZDFArM_zhCV4plznlzaMat
612
MT18HS 7x8
3x6
3x4
12x12
5x6
4x6
5x8 6x8
5x6
12x12
3x4
3x6
MT18HS 7x8
THDH28-3
THD26
THD26 THD26
THD26 THD26
1
14 13 12 11 10 23 24 25 9 26
2 8
3 7
21 22
4 6
5
T1
T2
B1 B2
W5
W4 W3
W2 W1
W4
W2
W3
W1
HW1HW1
2-0-0
-2-0-0
3-1-4
15-4-4
3-1-4
12-3-0
4-2-3
24-6-0
4-2-3
4-2-3
4-11-9
9-1-12
4-11-9
20-3-13
3-1-4
15-4-4
3-1-4
12-3-0
4-2-3
24-6-0
4-2-3
4-2-3
4-11-9
9-1-12
4-11-9
20-3-13
7-5-7
0-8-8
0-4-9
0-4-9
6-5-7
6-10
-0
Scale = 1:49.4
Plate Offsets (X, Y):[2:0-1-4,0-2-8], [4:0-1-4,0-1-8], [5:0-3-0,0-1-4], [6:0-1-4,0-1-8], [8:Edge,0-2-8], [10:0-3-8,0-6-4], [13:0-3-8,0-6-4]
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 0.91 Vert(LL)-0.23 9-10 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.37 9-10 >801 240 MT18HS 185/148
TCDL 8.0 Rep Stress Incr NO WB 0.97 Horz(CT)0.05 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 470 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud *Except* W3:2x4 HF No.2
WEDGE Left: 2x4 DF Stud
Right: 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=5210/0-5-8, (min. 0-2-14), 8=11656/0-5-8, (min. 0-4-2)
Max Horiz 2=92 (LC 10)
Max Uplift 2=-958 (LC 10), 8=-2138 (LC 11)
Max Grav 2=5233 (LC 17), 8=11682 (LC 18)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9308/1703, 3-21=-10046/1856, 4-21=-9968/1866, 4-5=-10009/1921, 5-6=-10009/1918, 6-22=-15839/2979,
7-22=-15897/2968, 7-8=-18760/3459
BOT CHORD 2-14=-1545/8258, 13-14=-1545/8258, 12-13=-1616/8916, 11-12=-2564/14173, 10-11=-2564/14173, 10-23=-3042/16686,
23-24=-3042/16686, 24-25=-3042/16686, 9-25=-3042/16686, 9-26=-3042/16686, 8-26=-3042/16686
WEBS 5-12=-1657/8684, 6-12=-9782/1888, 6-10=-1952/10433, 7-10=-2777/550, 7-9=-373/2310, 4-12=-144/357, 3-13=-178/875,
4-13=-383/131, 3-14=-893/210
NOTES
1)3-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-4-0 oc.
Bottom chords connected with SDW 22438 as follows: 2x8 - 2 rows staggered at 0-7-0 oc.
Web chords connected with 10d (0.131"x3") nails as follows: 2x4 - 2 rows staggered at 0-4-0 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)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 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)Bearings are assumed to be: Joint 2 HF No.2 , Joint 8 DF SS .
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2138 lb uplift at joint 8 and 958 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)Use MiTek THDH28-3 (With 36-16d nails into Girder & 12-16d nails into Truss) or equivalent at 15-4-4 from the left end to connect truss(es) A03 (3 ply 2x8 DF) to back face of
bottom chord.
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B02 1 3Common 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. Thu Mar 16 10:15:58 Page: 1
ID:N94ML4eysYyHp?Zs5F75_ozaOAD-Ty?Kcs7PON7?xmPQ2RU4sZDF?rMpzUOV4plznlzaMat
Continued on page 2
14)Use MiTek THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 15-11-4 from the left end to 23-11-4 to
connect truss(es) A02 (1 ply 2x8 DF) to back face of bottom chord.
15)WARNING: The following hangers are manually applied but fail due to geometric considerations: THDH28-3 on back face at 15-4-4 from the left end, THD26 on back face at
15-11-4 from the left end, THD26 on back face at 17-11-4 from the left end, THD26 on back face at 19-11-4 from the left end, THD26 on back face at 21-11-4 from the left end,
THD26 on back face at 23-11-4 from the left end.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-66, 5-8=-66, 15-18=-14
Concentrated Loads (lb)
Vert: 10=-7211, 17=-1515, 23=-1512, 24=-1512, 25=-1512, 26=-1512
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B02 1 3Common 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. Thu Mar 16 10:15:58 Page: 2
ID:N94ML4eysYyHp?Zs5F75_ozaOAD-Ty?Kcs7PON7?xmPQ2RU4sZDF?rMpzUOV4plznlzaMat
612
3x8
1.5x4
3x4
4x6
3x4
1.5x4
1
7
6
2
11
3
12
13 5
4
T1
T2
W4
B1
W2
W1
W3
HW1
2-0-0
-2-0-0
5-11-12
12-3-0
6-3-4
6-3-4
2-11-0
15-2-0
6-10-13
15-2-0
8-3-3
8-3-3
7-5-7
0-8-8
5-4-86-10
-0
Scale = 1:37.2
Plate Offsets (X, Y):[2:0-4-5,0-1-8]
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 0.56 Vert(LL)-0.08 7-10 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.13 7-10 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MS
BCDL 7.0 Weight: 70 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud *Except* W2:2x4 HF No.2
WEDGE Left: 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-2 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=742/0-5-8, (min. 0-1-8), 6=592/ Mechanical, (min. 0-1-8)
Max Horiz 2=161 (LC 11)
Max Uplift 2=-127 (LC 12), 6=-108 (LC 12)
Max Grav 2=772 (LC 19), 6=592 (LC 1)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-889/186, 3-11=-735/208, 3-12=-689/202, 12-13=-583/207, 4-13=-571/220
BOT CHORD 2-7=-144/722
WEBS 4-7=-126/533, 3-7=-415/204, 4-6=-585/106
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 1-0-0, Interior (1) 1-0-0 to 9-3-0, Exterior(2R) 9-3-0 to 12-3-0, Exterior(2E) 12-3-0 to 15-0-4 zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)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 127 lb uplift at joint 2 and 108 lb uplift at joint 6.
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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B03 19 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. Thu Mar 16 10:15:58 Page: 1
ID:PfsU3SBZwHLhvLTT?u4e0uzaOJr-Ty?Kcs7PON7?xmPQ2RU4sZDLTrS4zbRV4plznlzaMat
612
3x6
3x4
3x4
3x6
1 43
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
23
2 22
443 21
4 2045
5 19
6 18
7 17
8 16
9 15
10 14
131112
W1
T1
T2
W1B1B2
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
ST9
2-0-0
-2-0-0
12-3-0
12-3-0
12-3-0
24-6-0
24-6-0
7-5-7
0-8-8
6-10
-0
Scale = 1:47.9
Plate Offsets (X, Y):[12:0-2-0,Edge], [23:0-1-9,0-0-4]
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 0.31 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 23 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MR
BCDL 7.0 Weight: 149 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 24-6-0.
(lb) -Max Horiz 43=82 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 29,
31, 32, 35, 36, 37, 38, 39, 40, 41, 43 except 42=-132 (LC 18)
Max Grav All reactions 250 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28,
29, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42 except 43=315
(LC 1)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-43=-276/144
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(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 9-3-0, Corner(3R) 9-3-0 to 15-2-0, Exterior(2N) 15-2-0 to 21-4-4, Corner(3E) 21-4-4 to 24-4-4 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 1-4-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)* This truss has been designed for a live load of 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.
12)All bearings are assumed to be HF No.2 .
13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 43, 23, 41, 40, 39, 38, 37, 36, 35, 24, 25, 26, 27, 28, 29, 31,
32 except (jt=lb) 42=131.
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.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 B04 1 1Common Supported Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:eaKcF4gDpN2estFPY3KnJ1zaOKV-x9ZiqC819hFsZw_cc80JPnla7EuTi9OeJTUXJCzaMas
612
3x6
4x4
3x6
13124
23 22 21 20 19 18 17 16 15
14
122
2625113
104
5 9
6 8
7
W1
T1 T1
W1
B1
ST1
ST2
ST3
ST4
ST1
ST2
ST3
ST4
ST5
2-0-0
-2-0-0
2-0-0
15-2-0
6-7-0
13-2-0
6-7-0
6-7-0
13-2-0
4-7-7
0-8-8
4-0-0
Scale = 1:33.6
Plate Offsets (X, Y):[14:0-1-9,0-0-4]
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 0.31 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 14 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MR
BCDL 7.0 Weight: 63 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 13-2-0.
(lb) -Max Horiz 24=-47 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 14, 15, 16, 17, 18, 20, 21,
22, 23, 24
Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 20,
21, 22, 23 except 14=280 (LC 20), 24=280 (LC 19)
13 13FORCES (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 Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 3-7-0, Corner(3R) 3-7-0 to 9-7-0, Exterior(2N) 9-7-0 to 12-2-0, Corner(3E) 12-2-0 to 15-2-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 1-4-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)* This truss has been designed for a live load of 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.
12)All bearings are assumed to be HF No.2 .
13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 23, 22, 21, 20, 15, 16, 17, 18.
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.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 C00 1 1Common Supported Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:vRNna5fC8dhc8iBYbQ_gnAzaNP8-x9ZiqC819hFsZw_cc80JPnla7EuniABeJTUXJCzaMas
6 12
3x4
1.5x4
1.5x4
1.5x4
4x4
1.5x4
1.5x4
3x4
1 56
42
17 18
3
T1 T1
B1
W1
ST1 ST1
1-6-0
9-0-0
1-6-0
-1-6-0
3-9-0
3-9-0
3-9-0
7-6-0
3-9-0
3-9-0
3-9-0
7-6-0
2-11
-7
0-4-3
2-2-11
Scale = 1:24
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 0.23 Vert(LL)-0.01 6-13 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.18 Vert(CT)-0.02 6-13 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 28 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 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=399/0-3-8, (min. 0-1-8), 4=399/0-3-8, (min. 0-1-8)
Max Horiz 2=30 (LC 16)
Max Uplift 2=-68 (LC 12), 4=-68 (LC 13)
Max Grav 2=542 (LC 19), 4=542 (LC 20)
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-396/143, 3-17=-312/151, 3-18=-312/151, 4-18=-396/143
BOT CHORD 2-6=-48/279, 4-6=-30/279
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) -1-6-0 to 1-6-0, Exterior(2R) 1-6-0 to 6-0-0, Exterior(2E) 6-0-0 to 9-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 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 68 lb uplift at joint 2 and 68 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.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 D00 1 1Common Structural Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:KY6mLl5PQ_LM4OWfGh8LnzzaNOZ-PL641Y9fw_NjA3YpAsXYx_Im7eCpRdRoY7E4rezaMar
6 12
3x4
4x4
4x4
4x4
1.5x4
1 6
5
2
10
4
3
T1
T2
W3
B1
W1
W2
1-6-0
-1-6-0
1-8-8
5-5-8
3-9-0
3-9-0
1-8-8
5-5-8
3-9-0
3-9-0
2-11
-7
0-4-3
1-4-7
0-4-13
2-2-11
Scale = 1:22.8
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 0.19 Vert(LL)-0.01 6-9 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.02 6-9 >999 240
TCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 2 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 HF No.2
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=325/0-3-8, (min. 0-1-8), 5=199/ Mechanical, (min. 0-1-8)
Max Horiz 2=46 (LC 11)
Max Uplift 2=-59 (LC 12), 5=-28 (LC 12)
Max Grav 2=359 (LC 19), 5=210 (LC 20)
15 15FORCES (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) -1-6-0 to 1-6-0, Exterior(2R) 1-6-0 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 59 lb uplift at joint 2 and 28 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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 D01 7 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. Thu Mar 16 10:15:58 Page: 1
ID:CbtilwMaUR_N5dch?c0G8PzaNOE-PL641Y9fw_NjA3YpAsXYx_InmeC8Rd7oY7E4rezaMar
6 12
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1 10 9 8
7
2
15
3
4
5
6
T1
W1
B1
ST1
ST2
ST3
2-0-0
-2-0-0
6-11-8
6-11-8
6-11-8
4-9-11
0-4-3
3-9-15
Scale = 1:27.1
Plate Offsets (X, Y):[2:0-0-8,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 0.27 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-MP
BCDL 7.0 Weight: 32 lb FT = 20%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 DF Stud
OTHERS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 6-11-8.
(lb) -Max Horiz 2=105 (LC 11), 11=105 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 7, 8, 9, 10, 11
Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10 except 2=294
(LC 19), 11=294 (LC 19)
16 16FORCES (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 Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 3-9-12, Corner(3E) 3-9-12 to 6-9-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 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.
11)All bearings are assumed to be HF No.2 .
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 10, 9, 8, 2.
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.
LOAD CASE(S) Standard
2382-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 M00 1 1Monopitch Supported Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:ETVH2QfCarXGyHkhxp8u1_zaNZS-PL641Y9fw_NjA3YpAsXYx_IlVeDDRdRoY7E4rezaMar
6 12
4x4
1.5x4
1.5x4
1
4
2
8
9
3
T1
W1
B1
2-0-0
-2-0-0
6-11-8
6-11-8
6-11-8
4-9-11
0-4-3
3-9-15
Scale = 1:27.1
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 0.98 Vert(LL)-0.19 4-7 >435 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.28 4-7 >291 240
TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 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
WEBS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied, 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=424/0-3-8, (min. 0-1-8), 4=253/ Mechanical, (min. 0-1-8)
Max Horiz 2=105 (LC 11)
Max Uplift 2=-74 (LC 12), 4=-61 (LC 12)
Max Grav 2=511 (LC 19), 4=379 (LC 19)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-293/106
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 1-0-0, Interior (1) 1-0-0 to 3-9-12, Exterior(2E) 3-9-12 to 6-9-12 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 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 61 lb uplift at joint 4 and 74 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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 M01 3 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. Thu Mar 16 10:15:58 Page: 1
ID:LQkKeEP1WOuEx2dfCvGzhZzaNZn-PL641Y9fw_NjA3YpAsXYx_IaPe5oRd2oY7E4rezaMar
6 12
3x4
1.5x4
1.5x4
1
8 4
2
9
10
3
T1
W1
B1
2-0-0
-2-0-0
4-11-8
4-11-8
4-11-8
3-9-11
0-4-3
2-9-15
Scale = 1:23.9
Plate Offsets (X, Y):[2:0-0-8,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 0.42 Vert(LL)-0.04 4-7 >999 360 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.25 Vert(CT)-0.06 4-7 >947 240
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: 18 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=78 (LC 11)
Max Uplift 2=-64 (LC 12), 4=-39 (LC 12)
Max Grav 2=475 (LC 19), 4=254 (LC 19)
18 18FORCES (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 1-0-0, Interior (1) 1-0-0 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 39 lb uplift at joint 4 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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 M02 6 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. Thu Mar 16 10:15:58 Page: 1
ID:auFJzVJ0PwtNzq07kD75MtzaNZv-tXgTFuAHhIVZoD7?jZ2nUCruw2XyA3IxmnzeO4zaMaq
6 12
3x4 1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1.5x4
1
13
8 7
6
2
14
15
3
4
5
T1
W1
B1
ST1
ST2
2-0-0
-2-0-0
4-11-8
4-11-8
4-11-8
3-9-11
0-4-3
2-9-15
Scale = 1:25.2
Plate Offsets (X, Y):[2:0-0-4,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 0.27 Vert(LL)n/a -n/a 999 MT20 185/148
(Roof Snow = 25.0)Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)n/a -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
WEBS 2x4 DF Stud
OTHERS 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 All bearings 4-11-8.
(lb) -Max Horiz 2=78 (LC 11), 9=78 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 7, 8, 9
Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8 except 2=361 (LC
19), 9=361 (LC 19)
19 19FORCES (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 Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 1-9-12, Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; 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
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 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 100 lb uplift at joint(s) 2, 6, 8, 7, 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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 M03 1 1Monopitch Supported Gable 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. Thu Mar 16 10:15:58 Page: 1
ID:pLmHHmD?HTtW0bPaGYzD1BzaNa1-tXgTFuAHhIVZoD7?jZ2nUCrwF2ZSA3hxmnzeO4zaMaq
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)
20 20FORCES (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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 Z1 30 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. Thu Mar 16 10:15:58 Page: 1
ID:HRA4DVJqNw6RkOpRNeMtdMzaNGX-tXgTFuAHhIVZoD7?jZ2nUCr_T2aPA3IxmnzeO4zaMaq
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)
21 21FORCES (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-A-RoofJobTrussTruss Type Qty Ply
M-2050-01 Z2 29 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. Thu Mar 16 10:15:58 Page: 1
ID:OC_QWmheJ8uAL?5C7xvvqhzaNG3-tXgTFuAHhIVZoD7?jZ2nUCr_T2aPA3IxmnzeO4zaMaq