Floor Truss Engineering - B3x6 FP
3x6 FP
3x6
3x6
52
51 50 4948 47 46 45 44 4342 41 40 39 38 37 36 35 34 33 32 31 30 29 28
27
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
ST1W1 W1W1W1W1
B2
T1 T2
B1
30-3-10
30-3-10
1-6-0
1-6-0
Scale = 1:51.5
Plate Offsets (X, Y):[1:Edge,0-0-12], [52:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 27 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 116 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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.
REACTIONS All bearings 30-3-10.
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) 27, 28, 29, 30, 31, 32,
33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50,
51, 52
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)All bearings are assumed to be HF No.2 .
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F01 1 1Floor 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. Tue Mar 21 13:05:14 Page: 1
ID:uu4is3xZbKzjFLICSFqhg3zaJrX-qJD9F?5iGW_MDWg4XNY3c6RbECPf7a8rTvzNAHzYgeC
3x6 FP
3x6 FP
3x4
3x4
3x4
4x4
3x6
3x8
4x10
4x10
3x4
3x4
3x4
3x8
3x6
3x6
25 24 23 22 21 20 19 18 17 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
W2W1
B2
T1 T2
B1
0-9-0
2-6-0 1-1-14
11-7-2
11-7-2
18-11-4
30-6-6
1-6-0
1-6-0
Scale = 1:51.8
Plate Offsets (X, Y):[1:Edge,0-0-12], [12:0-1-8,Edge], [19:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.22 19-20 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT)-0.32 19-20 >708 360
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.05 16 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 128 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
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.
REACTIONS (lb/size)16=893/ Mechanical, (min. 0-1-8), 21=2056/0-3-8, (min. 0-1-8),
25=396/0-5-6, (min. 0-1-8)
Max Uplift 25=-33 (LC 4)
Max Grav 16=916 (LC 7), 21=2056 (LC 1), 25=538 (LC 3)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-944/485, 3-4=-944/485, 4-5=-944/485, 5-6=0/2027, 6-7=0/2027, 7-8=-1649/0, 8-9=-1649/0, 9-10=-1649/0,
10-11=-2790/0, 11-12=-2790/0, 12-13=-2412/0, 13-14=-2412/0
BOT CHORD 24-25=-138/776, 23-24=-485/944, 22-23=-1103/325, 21-22=-1103/325, 20-21=-268/251, 19-20=0/2474, 18-19=0/2790,
17-18=0/2790, 16-17=0/1474
WEBS 6-21=-282/0, 5-21=-1506/0, 2-25=-881/157, 5-23=0/1087, 2-24=-394/191, 4-23=-397/0, 7-21=-2176/0, 14-16=-1673/0,
7-20=0/1649, 14-17=0/1065, 8-20=-254/0, 13-17=-286/0, 10-20=-1002/0, 12-17=-556/74, 10-19=0/624
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x4 MT20 unless otherwise indicated.
3)All bearings are assumed to be HF No.2 .
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 25.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
8)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F02 2 1Floor 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 13:05:14 Page: 1
ID:qLOBdVJ0aFSV3qOa5ZoLpBzaJlu-qJD9F?5iGW_MDWg4XNY3c6RQpCFv7RnrTvzNAHzYgeC
3x6 FP
3x6 FP
3x6
3x4
3x4
3x4
3x6
3x8
4x10
4x6
3x4
3x4
3x4
3x4
4x4
3x6
3x4292827262524232221201918
301 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617
W1 W2
B2
T1 T2
B1
W3BL1
0-9-10
0-1-8
2-0-0 1-11-8
0-7-6
0-11-0
2-6-0
1-0-0
21-2-10
1-0-0
22-2-10
8-1-0
30-3-10
8-10-4
20-2-10
11-4-6
11-4-6
1-6-0
1-6-0
Scale = 1:51.5
Plate Offsets (X, Y):[1:Edge,0-0-12], [11:0-1-8,Edge], [12:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.29 20-21 >767 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT)-0.40 20-21 >567 360
BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.04 18 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 132 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat) *Except* B2:2x4 DF 2400F 2.0E(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)18=920/ Mechanical, (min. 0-1-8), 25=1990/0-3-8, (min. 0-1-8),
29=402/0-2-10, (min. 0-1-8)
Max Uplift 29=-12 (LC 4)
Max Grav 18=938 (LC 4), 25=1990 (LC 1), 29=525 (LC 3)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-933/366, 3-4=-933/366, 4-5=-933/366, 5-6=0/1678, 6-7=0/1678, 7-8=-1950/0, 8-9=-1950/0, 9-10=-1950/0,
10-11=-1950/0, 11-12=-2876/0, 12-13=-2384/0, 13-14=-2384/0, 14-15=-2384/0
BOT CHORD 28-29=-98/774, 27-28=-366/933, 26-27=-899/372, 25-26=-899/372, 24-25=-164/449, 23-24=0/1950, 22-23=0/2876,
21-22=0/2876, 20-21=0/2876, 19-20=0/2384, 18-19=0/1517
WEBS 6-25=-293/0, 11-22=0/256, 5-25=-1419/0, 2-29=-869/112, 5-27=0/960, 2-28=-304/180, 4-27=-343/0, 11-23=-1230/0,
7-25=-2144/0, 7-24=0/1755, 8-24=-471/0, 12-20=-656/0, 15-18=-1722/0, 15-19=0/1048, 14-19=-308/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x4 MT20 unless otherwise indicated.
3)Attach ribbon block to truss with 3-10d nails applied to flat face.
4)All bearings are assumed to be HF No.2 .
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 29.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 29.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
10)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F03 5 1Floor 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 13:05:14 Page: 1
ID:io_zDVxh372XLHRyrkeN9FzaJed-IWnXTL6L1q6CqfFG453I9K_bGcX0stE_iZiwijzYgeB
1.5x4
3x6
4x8
4x6
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
4x6
4x8
3x6
1.5x4
18
17 16 15 14 13 12
11
19
20
1 2 3 4 5 6 7 8 9 10
W1 W2
T1
B1
W3BL1
0-7-8
0-10
-6
0-1-8
2-0-0
1-11-8
2-6-0
0-1-8
0-1-8
1-0-0
10-11-14
1-0-0
9-11-14
8-1-0
19-0-14
8-10-6
8-11-14
1-6-0
1-6-0
Scale = 1:36.6
Plate Offsets (X, Y):[1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL)-0.36 15-16 >627 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.49 15-16 >462 360
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.05 11 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 85 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 DF 2400F 2.0E(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)11=1035/ Mechanical, (min. 0-1-8), 18=1035/0-3-6, (min. 0-1-8)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2969/0, 3-4=-2969/0, 4-5=-2969/0, 5-6=-3557/0, 6-7=-2746/0, 7-8=-2746/0, 8-9=-2746/0
BOT CHORD 17-18=0/1713, 16-17=0/2969, 15-16=0/3557, 14-15=0/3557, 13-14=0/3557, 12-13=0/2746, 11-12=0/1713
WEBS 5-16=-911/0, 2-18=-1945/0, 2-17=0/1424, 3-17=-383/0, 6-13=-1078/0, 9-11=-1944/0, 9-12=0/1249, 8-12=-362/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x4 MT20 unless otherwise indicated.
3)Attach ribbon block to truss with 3-10d nails applied to flat face.
4)All bearings are assumed to be HF No.2 .
5)Refer to girder(s) for truss to truss connections.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
8)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F04 1 1Floor 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 13:05:14 Page: 1
ID:HTvGEnd?EqTFR9GZCHcv0ZzaJZs-IWnXTL6L1q6CqfFG453I9K_aKcZGsvG_iZiwijzYgeB
MT18HS 3x8 FP
3x6 FP
3x4
3x8
3x6
3x4
3x4
3x4
3x4
4x6
4x8
3x8
3x4
3x4
3x4
3x4
3x8
3x4
29
28 27 26 25 24 23 22
21
20 19
18
17
30 32
31 3312345678910111213141516
W1 W2 W4 W4BL1 BL1
T1
B2B1
T2
W3 W5
0-6-0
0-10
-6
0-1-8
0-1-8
0-10
-0
0-10
-0
0-6-0
0-8-14
2-0-0
2-4-82-6-0
0-1-8
25-6-4
0-1-8
0-1-8
0-2-12
24-6-6
0-10-6
25-4-12
1-0-0
9-11-14
1-0-0
10-11-14
5-0-0
24-3-10
8-3-12
19-3-10
8-10-6
8-11-14
1-6-0
1-6-0
Scale = 1:44.4
Plate Offsets (X, Y):[1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge], [19:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL)-0.31 25-27 >736 480 MT18HS 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT)-0.42 25-27 >543 360 MT20 220/195
BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.04 21 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 124 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 DF No.1&Btr(flat) *Except* T2:2x4 HF No.2(flat)
BOT CHORD 2x4 DF No.1&Btr(flat) *Except* B2:2x4 DF 2400F 2.0E(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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, Except:
6-0-0 oc bracing: 20-21,19-20,18-19.
REACTIONS (lb/size)18=419/0-5-8, (min. 0-1-8), 21=1815/0-5-8, (min. 0-1-8),
29=932/0-3-6, (min. 0-1-8)
Max Grav 18=743 (LC 4), 21=1821 (LC 3), 29=933 (LC 16)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2570/0, 3-4=-2570/0, 4-5=-2570/0, 5-6=-2820/0, 6-7=-1739/0, 7-8=-1739/0, 8-9=-1739/0, 9-10=0/1643,
10-11=0/1643, 11-12=0/1643, 12-13=0/1258, 13-14=0/1258, 14-15=0/292, 15-16=0/290
BOT CHORD 28-29=0/1512, 27-28=0/2570, 26-27=0/2820, 25-26=0/2820, 24-25=0/2820, 23-24=0/2820, 22-23=0/1739, 21-22=0/300,
20-21=-1258/0, 19-20=-1258/0, 18-19=-942/0
WEBS 5-27=-541/17, 2-29=-1716/0, 2-28=0/1201, 3-28=-373/0, 9-21=-2179/0, 6-23=-1323/0, 9-22=0/1657, 7-23=0/261,
8-22=-464/0, 14-18=-181/736, 12-21=-911/0, 14-19=-730/0, 12-20=0/379, 13-19=0/362, 16-18=-507/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x4 MT20 unless otherwise indicated.
4)Attach ribbon block to truss with 3-10d nails applied to flat face.
5)All bearings are assumed to be HF No.2 .
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)CAUTION, Do not erect truss backwards.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 400 lb down at 25-4-0 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 17-29=-10, 1-16=-100
Concentrated Loads (lb)
Vert: 16=-400 (F)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F06 7 1Floor 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 13:05:14 Page: 1
ID:dYwquohh8eFnojL3aMYy7HzaIq0-IWnXTL6L1q6CqfFG453I9K_arcYgsuv_iZiwijzYgeB
3x6 FP
3x6 FP
3x4
3x4
3x10
3x6
3x8
3x4
3x4
3x4
3x6
3x4
3x10
3x6
3x4
3x4
3x6
3x4
31
30 29 28 27 26 2524 23 22 21 20 19 18 17 16 15
14
32
3312345678910111213
W1 W2
B2
T1 T2
B1
W3 W4 W5ST6ST1ST2ST4ST16ST12ST7
ST13ST9
ST14 BL1ST10
ST8
ST11 ST15
ST5
ST3
0-8-14
2-5-22-6-0
1-0-6
0-1-8
2-2-6
0-1-8
25-6-4
0-10-6
25-4-12
24-6-6
24-6-6
1-6-0
1-6-0
Scale = 1:44.4
Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-5-0,0-0-10], [6:0-1-8,Edge], [13:0-1-8,Edge], [25:0-1-8,Edge], [34:0-4-0,0-0-2]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)n/a -n/a 999 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horiz(TL)0.01 25 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 137 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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.
REACTIONS All bearings 24-6-6.
(lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 24, 26
Max Grav All reactions 250 (lb) or less at joint(s) 16, 17, 19, 20, 22, 24,
26, 27, 30 except 15=1045 (LC 1), 18=451 (LC 3), 21=336 (LC
3), 23=284 (LC 3), 25=653 (LC 1), 31=446 (LC 3)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-719/0, 3-4=-719/0, 4-5=0/398, 5-6=0/398, 11-12=0/440, 12-13=0/438
BOT CHORD 30-31=0/630, 29-30=0/630, 28-29=0/409, 27-28=0/409, 26-27=0/409, 25-26=0/409, 24-25=-398/0, 23-24=-398/0,
22-23=-398/0, 21-22=-398/0
WEBS 11-15=-427/0, 2-31=-715/0, 4-29=0/352, 8-21=-314/0, 4-25=-916/0, 7-21=-271/0, 6-23=-282/0, 13-15=-764/0,
10-18=-258/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x4 MT20 unless otherwise indicated.
3)Attach ribbon block to truss with 3-10d nails applied to flat face.
4)Gable studs spaced at 1-4-0 oc.
5)All bearings are assumed to be HF No.2 .
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 24.
7)Non Standard bearing condition. Review required.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
10)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
11)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 14-31=-10, 1-13=-100
Concentrated Loads (lb)
Vert: 13=-600
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F07 1 1Floor 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. Tue Mar 21 13:05:14 Page: 1
ID:OfSmWxrEWVmL63b6tFnwUvzZ1Ah-miLwgh7zo7F3SpqSeoaXhXWsn01ZbRK8wDSUE9zYgeA
3x4
3x4 3x6
3x6
3x6
3x6
3x4
26
25 24 23 22 21 20 19 18 17 16 15 14
27
1 2 3 4 5 6 7 8 9 10 11 12 13
ST1W1 W1W1W1W1W1W1W1
B1
T1
BL1
0-1-8
1-9-0 0-1-8
5-1-12
14-11-8
14-11-8
1-6-0
1-6-0
Scale = 1:28.6
Plate Offsets (X, Y):[1:Edge,0-0-12], [26:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 14 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 67 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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.
REACTIONS All bearings 14-11-8.
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19,
20, 21, 22, 23, 24, 25, 26
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3)Gable requires continuous bottom chord bearing.
4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5)Gable studs spaced at 1-4-0 oc.
6)All bearings are assumed to be HF No.2 .
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F08 1 1Floor 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. Tue Mar 21 13:05:14 Page: 1
ID:JYsXLxu5D6YZcQ_YLQaNaYzZ3AS-miLwgh7zo7F3SpqSeoaXhXWxY05ybUe8wDSUE9zYgeA
1.5x4
3x4
3x4
3x6
1.5x4
3x4
3x4
1.5x4
1.5x4
3x4
3x4
3x4
1.5x4
13
12
11 10
9
1 2 3 4 5 6 7 8
W1 W3
T1
B1
W5W4W2
1-3-8 1-7-0 2-2-4
2-0-02-6-0
1-0-0
9-3-0
1-0-0
10-3-0
3-11-12
3-11-12
4-3-4
8-3-0
4-11-4
15-2-4
1-6-0
1-6-0
Scale = 1:30.4
Plate Offsets (X, Y):[1:Edge,0-0-12], [10:0-1-8,Edge], [11:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)-0.10 9-10 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT)-0.18 9-10 >747 360
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.02 9 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 64 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
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, Except:
6-0-0 oc bracing: 12-13.REACTIONS (lb/size)9=591/0-5-4, (min. 0-1-8), 12=914/0-5-8, (min. 0-1-8), 13=152/
Mechanical, (min. 0-1-8)
Max Uplift 13=-1 (LC 4)
Max Grav 9=592 (LC 4), 12=992 (LC 7), 13=308 (LC 8)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-302/472, 3-4=-302/472, 4-5=-1140/0, 5-6=-1140/0, 6-7=-1140/0
BOT CHORD 12-13=-25/254, 11-12=0/589, 10-11=0/1140, 9-10=0/871
WEBS 5-11=-299/0, 2-12=-518/54, 2-13=-363/35, 4-11=0/731, 4-12=-848/0, 7-10=0/315, 7-9=-988/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All bearings are assumed to be HF No.2 .
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 13.
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.
6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
7)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F09 1 1Floor 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 13:05:14 Page: 1
ID:SZ?_Syjt601MhOtW3anF3uzZ36o-miLwgh7zo7F3SpqSeoaXhXWsA0?JbQj8wDSUE9zYgeA
1.5x4
3x4
3x4
3x6
1.5x4
3x4
3x4
1.5x4
1.5x4
3x4
3x4
3x6
1.5x4
13
12
11 10
9
14
1 2 3 4 5 6 7 8
W1 W3
B1
T1
W5W4W2 BL1
1-3-8 1-7-0 1-10-0 0-1-8
2-0-02-6-0
1-0-0
9-3-0
1-0-0
10-3-0
3-11-12
3-11-12
4-3-4
8-3-0
4-8-8
14-11-8
1-6-0
1-6-0
Scale = 1:30.4
Plate Offsets (X, Y):[1:Edge,0-0-12], [10:0-1-8,Edge], [11:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.08 9-10 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.14 9-10 >915 360
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT)0.02 9 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 64 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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, Except:
6-0-0 oc bracing: 12-13.
REACTIONS (lb/size)9=558/0-2-8, (min. 0-1-8), 12=936/0-5-8, (min. 0-1-8), 13=124/
Mechanical, (min. 0-1-8)
Max Uplift 13=-29 (LC 4)
Max Grav 9=559 (LC 4), 12=999 (LC 7), 13=281 (LC 8)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-225/499, 3-4=-225/499, 4-5=-1036/0, 5-6=-1036/0, 6-7=-1036/0
BOT CHORD 11-12=0/505, 10-11=0/1036, 9-10=0/832
WEBS 5-11=-293/0, 2-12=-539/0, 2-13=-324/74, 4-11=0/710, 4-12=-839/0, 7-10=0/264, 7-9=-934/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3)All bearings are assumed to be HF No.2 .
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 13.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F10 5 1Floor 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 13:05:14 Page: 1
ID:8wewVFyME2gUDQnrC83tNBzZ32d-EuvIu17bZRNw4zPfCW5mEl31aPLjKt5H9tB1mczYge9
3x6 FP
3x6 FP
1.5x4
3x6
1.5x4 1.5x4
1.5x4
3x6
1.5x4
1.5x4
19
18
17 16 15
14
13
12
1 2 3 4 5 6 7 8 9 10 11
W1 W4
T1
B2B1
T2
W6W5W2W3
1-9-6 2-0-82-6-0
1-7-0 2-0-0
2-1-6
0-0-2
20-4-14
1-0-0
8-2-14
1-0-0
7-2-14
0-0-2
-0-0-2
1-11-10
1-11-10
4-3-4
6-2-14
4-8-12
12-11-10
7-5-2
20-4-12
1-6-0
1-6-0
Scale = 1:36.7
Plate Offsets (X, Y):[10:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [19:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.03 14-15 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT)-0.05 14-15 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.01 12 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 87 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
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.
REACTIONS All bearings 0-1-8. except 18=0-5-8, 14=0-5-8
(lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 12 except 19=-368 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 19 except 12=355 (LC
5), 14=1174 (LC 12), 18=1151 (LC 11)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=0/367, 1-2=0/616, 2-3=0/616, 3-4=-654/0, 4-5=-654/0, 5-6=-654/0, 6-7=0/729, 7-8=0/729, 8-9=0/729, 9-10=-454/56
BOT CHORD 16-17=0/654, 15-16=0/654, 14-15=-23/322, 13-14=-260/339, 12-13=-56/454
WEBS 4-17=-252/0, 7-14=-276/0, 1-18=-759/0, 3-18=-789/0, 3-17=0/598, 6-14=-987/0, 6-15=0/420, 9-14=-820/0, 10-12=-512/63,
9-13=0/324
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)All bearings are assumed to be HF No.2 .
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 19 and 1 lb uplift at joint 12.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
8)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F11 1 1Floor 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 13:05:14 Page: 1
ID:rl57J2AqCG27WbNQKe7eqGzZ2l_-EuvIu17bZRNw4zPfCW5mEl30ZPPcKtHH9tB1mczYge9
3x6 FP
3x6 FP
1.5x4
4x4
5x6
1.5x4
4x10
6x6
1.5x4
3x6
3x6
1.5x4
6x8
3x4
3x6
1.5x4
4x4
3x6
3x4
1.5x4
20
14 13
12
19
18 17 16 15
1 2 3 4 5 6 7 8 9 10 11
W1 W4 W5 W5 W5 W6W6
B3
T1
B2
T2
B1
W2 W3
1-6-6
1-9-6 2-6-0
1-7-0 2-0-0
0-0-2
20-4-14
0-3-0
7-2-14
0-9-0
6-11-14
1-0-0
8-2-14
0-0-2
-0-0-2
1-11-10
1-11-10
4-3-4
6-2-14
12-1-14
20-4-12
1-6-0
1-6-0
Scale = 1:38.1
Plate Offsets (X, Y):[1:Edge,0-1-8], [5:0-1-8,Edge], [8:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [16:0-3-0,Edge], [18:0-1-8,Edge], [20:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.29 15-16 >756 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.39 15-16 >557 360
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.02 12 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 108 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E(flat)
BOT CHORD 2x4 DF 2400F 2.0E(flat)
WEBS 2x4 DF Stud(flat)
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, Except:
6-0-0 oc bracing: 19-20,18-19.REACTIONS (lb/size)12=898/ Mechanical, (min. 0-1-8), 19=2235/0-5-8, (min. 0-1-9),
20=-903/ Mechanical, (min. 0-1-8)
Max Uplift 20=-973 (LC 4)
Max Grav 12=899 (LC 4), 19=2235 (LC 1), 20=-163 (LC 3)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=0/996, 1-2=0/1519, 2-3=0/1530, 3-4=-1717/0, 4-5=-1717/0, 5-6=-2899/0, 6-7=-2899/0, 7-8=-2899/0, 8-9=-2435/0,
9-10=-2435/0
BOT CHORD 18-19=-292/0, 17-18=0/1717, 16-17=0/1717, 15-16=0/1717, 14-15=0/2439, 13-14=0/2435, 12-13=0/1452
WEBS 4-18=-409/0, 5-16=-683/0, 1-19=-1826/0, 3-19=-1730/0, 3-18=0/2128, 5-15=0/1384, 10-12=-1648/0, 6-15=-399/0,
10-13=0/1116, 8-15=0/671, 8-14=-330/0, 9-13=-334/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All bearings are assumed to be HF No.2 .
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 973 lb uplift at joint 20.
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.
6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
7)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F12 3 1Floor 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 13:05:14 Page: 1
ID:Yeackw4xHCXt3bhDw7t4bAzZ2dM-EuvIu17bZRNw4zPfCW5mEl30rPFTKlaH9tB1mczYge9
1.5x4
3x4
3x6
1.5x4
3x6
3x4
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
3x4
3x4
1.5x4
15
14
13 12 11 10
9
16
17
1 2 3 4 5 6 7 8
W1 W4
T1
B1
W5W2W3 BL1
0-1-8
1-9-8 2-3-122-6-0
0-6-0
1-7-0 2-0-0
0-1-8
14-2-4
1-0-0
8-3-0
1-0-0
7-3-0
1-11-12
1-11-12
4-3-4
6-3-0
5-9-12
14-0-12
1-6-0
1-6-0
Scale = 1:32.6
Plate Offsets (X, Y):[5:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [15:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL)-0.18 11-12 >823 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.23 11-12 >619 360
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.02 9 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 63 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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.
REACTIONS (lb/size)9=644/0-3-4, (min. 0-1-8), 14=891/0-5-8, (min. 0-1-8), 15=-2/
Mechanical, (min. 0-1-8)
Max Uplift 15=-72 (LC 4)
Max Grav 9=645 (LC 4), 14=931 (LC 7), 15=289 (LC 8)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-276/82, 1-2=-275/197, 2-3=-275/197, 3-4=-1337/0, 4-5=-1337/0, 5-6=-1076/0, 6-7=-1076/0
BOT CHORD 13-14=0/634, 12-13=0/1337, 11-12=0/1337, 10-11=0/1076, 9-10=0/1076
WEBS 4-13=-318/0, 1-14=-243/339, 3-13=0/864, 3-14=-925/0, 5-11=-369/0, 7-9=-1214/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3)All bearings are assumed to be HF No.2 .
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 15.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
8)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F14 3 1Floor 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 13:05:14 Page: 1
ID:0ah_2e0wxSzO3my?W26cNJzZ2QX-i5Tg5N8DKlVni7_rmDc?mybAmpdX3JQROXxbJ2zYge8
3x6
4x8
3x8
1.5x4
3x4
1.5x4
1.5x4
1.5x4
1.5x4
3x4
3x4
1.5x4
1.5x4
3x4
3x4
4x10
2x4
JUS44
Special
Special
16
15 14 13 12 11
18
1017
1 2 3 4 5 6 7 8 9
W3 W4W1 W1
T1
B1
W5W2ST1ST2
1-3-81-4-12
1-10-8
2-6-0
2-0-0
2-0-0
2-5-12
14-5-4
9-11-8
11-11-8
1-6-0
1-6-0
Scale = 1:30.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)0.00 10-11 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT)0.00 14-15 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 10 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 117 lb FT = 11%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2 *Except* W1:2x8 DF SS
OTHERS 2x4 HF No.2
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.
REACTIONS All bearings 9-11-8. except 10=0-3-4
(lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 13 except 14=-894 (LC 5)
Max Grav All reactions 250 (lb) or less at joint(s) 13, 14 except 10=579
(LC 5), 11=451 (LC 4), 12=548 (LC 1), 15=2782 (LC 1)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=0/1483, 1-2=0/2339, 2-3=0/2339, 3-4=0/617, 4-5=0/617, 5-6=0/617
BOT CHORD 14-15=-617/0, 13-14=-617/0, 12-13=-617/0
WEBS 2-15=-409/0, 8-11=-302/0, 1-15=-2677/0, 6-17=-45/261, 11-17=-70/276, 3-15=-1907/0, 6-12=-629/0, 3-14=0/801,
5-12=-263/0
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-3-0 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)Unbalanced floor live loads have been considered for this design.
4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5)Gable studs spaced at 1-4-0 oc.
6)All bearings are assumed to be HF No.2 .
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 14=893.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
10)CAUTION, Do not erect truss backwards.
11)Use MiTek JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 13-6-0 from the left end to connect truss(es) F24 (1 ply 2x4 HF) to front face of bottom
chord.
12)Fill all nail holes where hanger is in contact with lumber.
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1576 lb down at 0-3-10, and 282 lb down at 14-1-10 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 10-16=-10, 1-9=-100
Concentrated Loads (lb)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F15 1 2Floor 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 13:05:14 Page: 1
ID:JWam7gYwS3?CdaA87RQjdnzZ07x-i5Tg5N8DKlVni7_rmDc?mybBepl23MrROXxbJ2zYge8
Continued on page 2
Vert: 16=-1576 (B), 10=-282 (F), 18=-278 (F)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F15 1 2Floor 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 13:05:14 Page: 2
ID:JWam7gYwS3?CdaA87RQjdnzZ07x-i5Tg5N8DKlVni7_rmDc?mybBepl23MrROXxbJ2zYge8
4x6
4x12
1.5x4
4x12
3x4
3x4
3x4
3x8
3x8
4x12
4x12
4x6
JUS46 JUS46
JUS46
JUS46
JUS46
JUS46
12
13 11 14 10 15 9 16 8 17
7
1 2 3 4 5 6
W3 W6W1 W1
T1
B1
W2 W4 W5
1-4-122-6-0
2-2-8 2-4-4
12-10-12
12-10-12
1-6-0
1-6-0
Scale = 1:31.1
Plate Offsets (X, Y):[5:0-3-8,0-1-8], [7:Edge,0-2-0], [8:0-3-8,0-2-0], [9:0-3-8,0-1-8], [11:0-5-8,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.07 9-10 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT)-0.23 9-10 >650 360
BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.02 7 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 130 lb FT = 11%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 HF No.2 *Except* W1:2x6 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=4057/ Mechanical, (min. 0-1-8), 12=3939/0-3-4, (min. 0-3-4)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-3352/0, 6-7=-3419/0, 1-2=-7382/0, 2-3=-7382/0, 3-4=-10512/0, 4-5=-10425/0, 5-6=-7300/0
BOT CHORD 12-13=0/859, 11-13=0/859, 11-14=0/10512, 10-14=0/10512, 10-15=0/10425, 9-15=0/10425, 9-16=0/7300, 8-16=0/7300,
8-17=0/799, 7-17=0/799
WEBS 6-8=0/7031, 5-9=0/3396, 3-11=-3432/0, 4-9=-1083/0, 3-10=0/398, 2-11=-1349/0, 5-8=-2671/0, 1-11=0/7005
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 2 rows staggered 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)Unbalanced floor live loads have been considered for this design.
4)All bearings are assumed to be HF No.2 .
5)Refer to girder(s) for truss to truss connections.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-12 from the left end to 11-11-12 to connect truss
(es) F09 (1 ply 2x4 HF), F10 (1 ply 2x4 HF) to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 7-12=-10, 1-6=-500 (F=-400)
Concentrated Loads (lb)
Vert: 8=-271 (B), 13=-298 (B), 14=-271 (B), 15=-271 (B), 16=-271 (B), 17=-272 (B)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F16 1 2Floor 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 13:05:14 Page: 1
ID:WEoWWHlvmQfGbbJPeQqH3IzZ0qt-i5Tg5N8DKlVni7_rmDc?mybBLpfz3BLROXxbJ2zYge8
3x6
4x12
1.5x4
6x8
3x8
3x8
4x8
3x8
2x4
THD28-2
THD28-2
9 8 7
6
1
2 3 4 5
W1 W3 W3
B1
T2
T1 W2 W5W4
1-6-122-4-10
1-4-12
9-5-4
9-5-4
1-6-0
0-4-3
0-4-3
1-1-13
1-6-0
1-6-0
Scale = 1:23.7
Plate Offsets (X, Y):[2:0-9-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.05 8-9 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT)-0.15 8-9 >773 360
BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT)0.03 6 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 11%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 HF No.2 *Except* W3:2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=2459/0-3-4, (min. 0-2-0), 6=3595/0-5-8, (min. 0-2-15)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9151/0, 3-4=-5679/0, 1-2=-5275/0
BOT CHORD 1-9=0/4670, 8-9=0/4691, 7-8=0/9151, 6-7=0/5679
WEBS 3-7=-4056/0, 3-8=0/2005, 4-7=0/3123, 2-8=0/4808, 4-6=-6442/0
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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)All bearings are assumed to be HF No.2 .
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
6)Use MiTek THD28-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent at 7-1-4 from the left end to connect truss(es) F18 (2 ply 2x6 DF) to front face of
bottom chord.
7)Use MiTek THD28-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent at 5-1-4 from the left end to connect truss(es) F16 (2 ply 2x6 DF) to back face of
bottom chord.
8)WARNING: The following hangers are manually applied but fail due to geometric considerations: THD28-2 on front face at 7-1-4 from the left end, THD28-2 on back face at
5-1-4 from the left end.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 1-6=-10, 2-5=-100, 1-2=-100
Concentrated Loads (lb)
Vert: 7=-978 (F), 8=-4047 (B)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F17 1 2Floor 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 13:05:14 Page: 1
ID:n90sXB0CLmOeFtgx9jpiMJzZ0LX-AH12Ij9r52deJHZ1Jx8EJA8JGDz7oinacBg8rUzYge7
3x4
4x4
4x4
4x4
4x4
4x4
4x4
4x4
4x4
2x4
JUS46 JUS46 JUS46 JUS46 JUS46
JUS46
10
11 9 12
8
13 7 14
6
1 2 3 4 5
W1
T1
B1
W4W2W3 W5
2-7-4 2-7-8
2-0-82-4-4
5-4-12
11-1-0
5-8-4
5-8-4
1-6-0
1-6-0
Scale = 1:28.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)0.01 9 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.02 7 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.00 6 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 105 lb FT = 11%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 HF No.2
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.
REACTIONS (lb/size)6=1562/ Mechanical, (min. 0-1-8), 8=3239/0-3-8, (min. 0-2-11),
10=973/ Mechanical, (min. 0-1-8)
Max Grav 6=1582 (LC 4), 8=3239 (LC 1), 10=988 (LC 3)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-668/0, 5-6=-1200/0, 2-3=-792/253, 3-4=0/312, 4-5=-1606/0
BOT CHORD 10-11=-253/792, 9-11=-253/792, 9-12=-312/0, 8-12=-312/0, 8-13=0/1606, 7-13=0/1606
WEBS 3-8=-1906/0, 3-9=-245/1182, 2-10=-639/373, 2-9=-1537/0, 4-8=-2015/0, 5-7=0/1577, 4-7=-894/0
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 0-8-0 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)Unbalanced floor live loads have been considered for this design.
4)All plates are 4x4 MT20 unless otherwise indicated.
5)All bearings are assumed to be HF No.2 .
6)Refer to girder(s) for truss to truss connections.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
10)CAUTION, Do not erect truss backwards.
11)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-10-0 from the left end to 2-10-0 to connect truss(es)
F11 (1 ply 2x4 HF), F12 (1 ply 2x4 DF) to back face of bottom chord.
12)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-10-0 from the left end to 10-0-4 to connect truss(es)
F12 (1 ply 2x4 DF), F14 (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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 6-10=-10, 1-5=-500
Concentrated Loads (lb)
Vert: 9=243 (B), 7=-280 (B), 11=83 (B), 12=243 (B), 13=-280 (B), 14=-280 (B)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F18 1 2Floor 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 13:05:14 Page: 1
ID:2Q?ZpYzmYM0AK2BgZhlu5CzZ0x1-AH12Ij9r52deJHZ1Jx8EJA8MRD4gopuacBg8rUzYge7
3x4
4x6
4x4
4x4
1.5x4
1.5x4
4x4
4x4
4x6
3x4
THD46
10
9 8 11
7
1 2 3 4 12 5 6
W2W1
T1
B1
2-6-0
0-6-12
11-8-12
11-8-12
1-6-0
1-6-0
Scale = 1:25.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)-0.08 7-8 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT)-0.13 7-8 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.01 7 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 109 lb FT = 11%
LUMBER
TOP CHORD 2x4 HF No.2
BOT CHORD 2x6 DF SS
WEBS 2x4 HF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)7=2313/0-3-8, (min. 0-1-14), 10=1183/0-5-4, (min. 0-1-8)
18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-494/0, 2-3=-4340/0, 3-4=-4340/0, 4-12=-4340/0, 5-12=-4340/0, 5-6=-346/0
BOT CHORD 9-10=0/2469, 8-9=0/4340, 8-11=0/3688, 7-11=0/3688
WEBS 5-7=-3631/0, 2-10=-2598/0, 5-8=0/778, 2-9=0/2103, 3-9=-545/0, 4-8=0/317
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 0-7-0 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)Unbalanced floor live loads have been considered for this design.
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.
6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
8)Use MiTek THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 7-9-8 from the left end to connect truss(es) F20 (1 ply 2x4 HF) to front face of
bottom chord.
9)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 7-10=-10, 1-12=-100, 6-12=-400 (F=-300)
Concentrated Loads (lb)
Vert: 11=-1057
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F19 1 2Floor 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 13:05:14 Page: 1
ID:H91eM628xMyzLEwkBi71zDzZ04j-AH12Ij9r52deJHZ1Jx8EJA8OcD_TonpacBg8rUzYge7
4x4
4x10
4x6
1.5x4
1.5x4
4x6
4x4
4x10
Special
Special
Special
Special
8
7 6 5
2 39 101 4
W2W1 W3 W3
T1
B1
T2
2-6-0
0-9-4
6-3-4
6-3-4
1-6-0
1-6-0
Scale = 1:31
Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-3-0,Edge], [3:0-3-0,Edge], [4:0-1-8,Edge], [5:Edge,0-1-8], [8:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL)-0.05 5-6 >999 480 MT20 220/195
TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.08 5-6 >958 360
BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.02 5 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 38 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 DF No.1&Btr(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
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.
REACTIONS (lb/size)5=2375/0-3-4, (min. 0-1-12), 8=1002/ Mechanical, (min. 0-1-8)
Max Grav 5=2500 (LC 4), 8=1067 (LC 3)
19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-1600/0, 2-3=-1738/0
BOT CHORD 7-8=0/1738, 6-7=0/1738, 5-6=0/1738
WEBS 3-5=-1944/0, 2-8=-1944/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All bearings are assumed to be HF No.2 .
3)Refer to girder(s) for truss to truss connections.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb down and 101 lb up at 1-3-8, 879 lb down at 3-3-8, and 880 lb
down at 5-3-8, and 888 lb down at 6-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Vert: 4=-846, 3=-799, 9=-254, 10=-803
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F20 1 1Floor 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 13:05:14 Page: 1
ID:v10KmvKh92BzwZeeRb5ylUzZ06w-AH12Ij9r52deJHZ1Jx8EJA8GADylokvacBg8rUzYge7
3x4
3x4
3x4
3x4
3x4
3x6
3x4
13
12 1110 9 8
7
14
15
1 2 3 4 5 6
W1 W2
T1
B1
W3 W4ST1ST2 BL1
ST3
0-1-8
0-9-4
2-6-0
0-6-0
0-8-14
0-1-8
6-1-14
0-10-6
6-0-6
5-2-0
5-2-0
1-6-0
1-6-0
Scale = 1:33.7
Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [10:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)n/a -n/a 999 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.17 Horiz(TL)0.00 8 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 39 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-1-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 7-8.
REACTIONS All bearings 5-2-0.
(lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13 except 10=-115 (LC 4)
Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13 except
8=1050 (LC 1)
20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=0/439, 5-6=0/436
WEBS 4-8=-426/0, 6-8=-762/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x4 MT20 unless otherwise indicated.
3)Attach ribbon block to truss with 3-10d nails applied to flat face.
4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5)Gable studs spaced at 1-4-0 oc.
6)All bearings are assumed to be HF No.2 .
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 10=114.
8)Non Standard bearing condition. Review required.
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)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
11)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
12)CAUTION, Do not erect truss backwards.
13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down at 5-11-10 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 7-13=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 6=-600
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F21 1 1Floor 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. Tue Mar 21 13:05:14 Page: 1
ID:Q_ubcx8sT31llsONoMfiVGzZ16R-eTaQW2ATsMlVxR8EtefTrNhYkdTSXGRjrrQhNxzYge6
1.5x4
3x4
3x4
3x4
3x4
3x4
3x6
3x4
1.5x4
9 8
7
6
10
11
1 2 3 4 5
W1
T1
B1
W4W2W3 W5 BL1
0-1-81-4-12 2-6-0
0-8-140-9-4
0-1-8
6-1-14
0-2-12
5-2-0
0-10-6
6-0-6
4-11-4
4-11-4
1-6-0
1-6-0
Scale = 1:37.4
Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)0.00 7-8 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT)-0.01 7-8 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.00 7 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
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.
REACTIONS (lb/size)7=866/0-5-8, (min. 0-1-8), 9=184/ Mechanical, (min. 0-1-8)
Max Uplift 9=-14 (LC 4)
Max Grav 7=866 (LC 1), 9=192 (LC 3)
21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=0/298, 4-5=0/296
WEBS 3-7=-448/0, 5-7=-516/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3)All bearings are assumed to be HF No.2 .
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 9.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)CAUTION, Do not erect truss backwards.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 400 lb down at 5-11-10 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 6-9=-10, 1-5=-100
Concentrated Loads (lb)
Vert: 5=-400 (F)
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F22 8 1Floor 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 13:05:14 Page: 1
ID:dkDJKaWksoHjoDX5wbBCa5zZ14g-eTaQW2ATsMlVxR8EtefTrNhZKdSqXHFjrrQhNxzYge6
10
9 8 7
6
11
12
1 2 3 4 5
ST1W1 W1
T1
B1
BL1
0-1-8
0-1-8
5-5-12
5-4-4
5-4-4
1-6-0
1-6-0
Scale = 1:18.3
Plate Offsets (X, Y):[1:Edge,0-0-12], [10:Edge,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 22 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 5-5-12.
(lb) -Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8, 9, 10
22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3)Gable requires continuous bottom chord bearing.
4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5)Gable studs spaced at 1-4-0 oc.
6)All bearings are assumed to be HF No.2 .
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
9)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F23 1 1Floor 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. Tue Mar 21 13:05:14 Page: 1
ID:K5q13YkcFO_6jkNUOaA8gTzZ2OI-eTaQW2ATsMlVxR8EtefTrNhdjdT5XIejrrQhNxzYge6
1.5x4
3x4
3x4
3x4
3x4
3x4
1.5x4
7
6
5
8
9
1 2 3 4
W1
T1
B1
W4W2W3 BL1
1-6-10 2-6-0
0-1-8
0-11-2
0-1-8
5-5-12
5-4-4
5-4-4
1-6-0
1-6-0
Scale = 1:28.7
Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL)0.00 5-6 >999 480 MT20 185/148
TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT)-0.02 5-6 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a
BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 HF No.2(flat)
BOT CHORD 2x4 HF No.2(flat)
WEBS 2x4 DF Stud(flat)
OTHERS 2x4 DF Stud(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=288/0-5-4, (min. 0-1-8), 7=288/ Mechanical, (min. 0-1-8)
23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-256/0
BOT CHORD 6-7=0/256, 5-6=0/312
WEBS 3-5=-354/0, 2-7=-331/0
NOTES
1)Attach ribbon block to truss with 3-10d nails applied to flat face.
2)All bearings are assumed to be HF No.2 .
3)Refer to girder(s) for truss to truss connections.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means.
6)CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
2382-B-FloorJobTrussTruss Type Qty Ply
M-2050-01 F24 2 1Floor 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 13:05:14 Page: 1
ID:sWQDF4zzTQimKFbupIUqGmzZ2Mj-eTaQW2ATsMlVxR8EtefTrNha?dR5XHejrrQhNxzYge6