HomeMy WebLinkAboutTRUSS SPECS - 21-01027 - 1139 Greenside Loop - New SFR712
=5x14
=4x12
=2x4
=10x10
=6x8
=M18AHS 6x8
=4x6
=4x6
=4x6 =4x4
=4x4 =M18AHS 7x14
=2x4
=4x8 =4x6
=4x6
=4x6
=M18AHS 6x8
=6x8
=10x10
=2x4
=4x12
=5x14
151
24 29 30 23 2231 32 33 3421 35 3620 37 1938 39 40 4118 17 42 43 16
14
2 13
3 12
5 25 6 7 26 278 9 28 104 11
T1
T2 T2T3
T4
B1 B1B3B2
W1
W2 W2
W1
W4W3 W3 W4 W3 W4 W3 W4 W3
HW2HW1
1-6-0
53-9-0
3-8-8
47-11-8
3-8-8
8-0-0
4-3-8
4-3-8
4-3-8
52-3-0
7-1-15
15-1-15
7-1-15
44-3-0
7-3-11
37-1-1
7-3-11
22-5-10
7-3-11
29-9-6
0-2-8
52-3-0
0-2-8
0-2-8
7-3-11
37-1-1
7-3-11
15-1-15
7-3-11
22-5-10
7-3-11
29-9-6
7-3-11
44-4-12
7-7-12
52-0-8
7-7-12
7-10-4
6 -0 -14
0-9-14
0-1-12
5 -4 -2
5 -4 -2
0 -1 -12
5 -5 -14
Scale = 1:104.5
Plate Offsets (X, Y):[1:Edge,0-2-12], [14:0-1-11,0-2-12], [16:0-2-12,0-5-0], [24:0-3-12,0-5-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-1.03 19-21 >600 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-1.26 19-21 >492 240 M18AHS 169/162
TCDL 7.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.32 14 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.35 19-21 >999 240
BCDL 7.0 Weight: 1033 lb FT = 0%
LUMBER
TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E *Except* B3,B2:2x6 DF2400F 2.0E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* W1,W4:2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 2-2-14, Right 2x4
DF Stud/Std -- 2-2-14
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)1=9079/0-5-8, (min. 0-3-7),14=9189/0-5-8, (min. 0-3-7)
Max Horiz 1=-85 (LC 8)
Max Uplift 1=-1742 (LC 10), 14=-1781 (LC 10)
Max Grav 1=9632 (LC 28), 14=9648 (LC 28)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-16233/2891, 2-3=-16144/2891,3-4=-17076/3047, 4-5=-14803/2657,5-25=-24508/4248, 6-25=-24508/4248,6-7=-24508/4248, 7-26=-29241/5067,26-27=-29241/5067, 8-27=-29241/5067,
8-9=-24449/4234, 9-28=-24449/4234,
10-28=-24449/4234, 10-11=-14711/2634,
11-12=-16959/3017, 12-13=-16018/2856,
13-14=-16110/2858
BOT CHORD 1-24=-2290/13104, 24-29=-4117/24508,29-30=-4117/24508, 23-30=-4117/24508,22-23=-4117/24508, 22-31=-4936/29241,31-32=-4936/29241, 32-33=-4936/29241,
33-34=-4936/29241, 21-34=-4936/29241,
21-35=-4930/29217, 35-36=-4930/29217,
20-36=-4930/29217, 20-37=-4930/29217,
19-37=-4930/29217, 19-38=-4930/29217,
38-39=-4930/29217, 39-40=-4930/29217,
40-41=-4930/29217, 18-41=-4930/29217,
17-18=-4103/24449, 17-42=-4103/24449,
42-43=-4103/24449, 16-43=-4103/24449,
14-16=-2256/12995
WEBS 3-24=-389/2362, 4-24=-1380/7571,
11-16=-1361/7495, 12-16=-393/2380,
5-22=-952/5280, 5-24=-11678/1915,
7-22=-5693/985, 7-21=-475/2418,
8-19=-443/2345, 8-18=-5735/996,
10-18=-959/5308, 10-16=-11717/1925
NOTES
1)3-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.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,Except member 4-24 2x4 - 2 rows staggered at 0-9-0 oc,Except member 11-16 2x4 - 2 rows staggered at 0-9-0oc.
2)All loads are considered equally applied to all plies,except if noted as front (F) or back (B) face in the LOADCASE(S) section. Ply to ply connections have beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=52ft; eave=6ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
7)Provide adequate drainage to prevent water ponding.
8)All plates are MT20 plates unless otherwise indicated.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1742 lb uplift at
joint 1 and 1781 lb uplift at joint 14.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
14)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 1674lb down and 340 lb up at 8-0-0, 542 lb down and 95 lbup at 10-0-12, 542 lb down and 95 lb up at 12-0-12,542 lb down and 95 lb up at 14-0-12, 542 lb down and95 lb up at 16-0-12, 542 lb down and 95 lb up at
18-0-12, 542 lb down and 95 lb up at 20-0-12, 542 lb
down and 95 lb up at 22-0-12, 542 lb down and 95 lb up
at 24-0-12, 1084 lb down and 189 lb up at 26-0-12, 542
lb down and 95 lb up at 28-2-4, 542 lb down and 95 lb
up at 30-2-4, 542 lb down and 95 lb up at 32-2-4, 542 lb
down and 95 lb up at 34-2-4, 542 lb down and 95 lb up
at 36-2-4, 542 lb down and 95 lb up at 38-2-4, 542 lb
down and 95 lb up at 40-2-4, and 542 lb down and 95 lb
up at 42-2-4, and 1605 lb down and 327 lb up at 44-2-4
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-11=-84, 11-15=-84, 1-14=-14
Concentrated Loads (lb)
Vert: 23=-542, 24=-1674, 16=-1605, 17=-542,
29=-542, 30=-542, 31=-542, 32=-542, 33=-542,
34=-542, 35=-542, 36=-1084, 37=-542, 38=-542,
39=-542, 40=-542, 41=-542, 42=-542, 43=-542
Job Truss Truss Type Qty Ply
J0672-21 A1 31Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:48 Page: 1
ID:vhsHGl257zRKZZ2?sH?NXVzKsiL-70Flbngsx18oA2YtCF3lBj0KcyXn?HrZeyLiBSykh8o
712
=MT20HS 7x10
=6x8
=3x8
=MT20HS 5x10
=MT20HS 6x16 WB
=MT20HS 6x16 =MT20HS 6x16 WB
=MT20HS 5x10
=3x8
=6x8
=MT20HS 7x10
131
32 33 20 19 343518 36 37 17 38 39 164041 15 14 4243
12
312130211
422 23 5 6 2425 26277 8 28 2993 10
T1
T2 T3 T2
T4
B1 B1B2B2
W1
W2 W3 W4 W5 W6 W6 W5 W4 W3 W2
W1HW1 HW1
O1 O1
1-6-0
53-9-0
5-1-12
5-1-12
4-10-4
47-1-4
4-10-4
10-0-0
5-1-12
52-3-0
6-5-6
22-10-13
6-5-6
29-4-3
6-5-6
35-9-10
6-5-6
16-5-6
6-5-6
42-3-0
0-2-8
52-3-0
0-2-8
0-2-8
8-0-12
26-1-8
8-0-12
34-2-4
8-2-8
18-0-12
8-2-8
42-4-12
9-7-12
52-0-8
9-7-12
9-10-4
7 -0 -9
0-9-14
0-1-12
6 -6 -2
6 -6 -2
0 -1 -12
6 -7 -14
Scale = 1:104.5
Plate Offsets (X, Y):[1:0-3-8,Edge], [2:0-4-0,0-2-4], [3:0-6-8,0-2-0], [10:0-6-8,0-2-0], [11:0-4-0,0-2-4], [11:0-0-0,0-0-0], [11:0-0-0,0-0-0], [11:0-0-0,0-0-0], [11:0-0-0,0-0-0], [12:0-3-8,Edge],
[14:0-3-0,0-1-8], [17:0-8-0,0-3-4], [20:0-1-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.80 17 >787 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-1.01 17-18 >618 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.35 12 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.31 16-17 >999 240
BCDL 7.0 Weight: 299 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T1,T4:2x4 DF1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 6-2-1, Right 2x8 DF SS --
6-2-1
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-6-12 oc purlins, except2-0-0 oc purlins (2-2-0 max.): 3-10.
BOT CHORD Rigid ceiling directly applied or 6-2-10 oc
bracing.
WEBS 1 Row at midpt 4-20, 6-18, 7-16, 9-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2558/0-5-8, (min. 0-3-0),12=2694/0-5-8, (min. 0-3-1)
Max Horiz 1=-104 (LC 12)
Max Uplift 1=-558 (LC 14), 12=-600 (LC 14)
Max Grav 1=2995 (LC 32), 12=3051 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-21=-5079/1459, 2-21=-5036/1472,2-3=-5105/1509, 3-4=-4378/1309,4-22=-6822/1834, 22-23=-6822/1834,5-23=-6822/1834, 5-6=-6822/1834,6-24=-7525/1946, 24-25=-7525/1946,
25-26=-7525/1946, 26-27=-7525/1946,
7-27=-7525/1946, 7-8=-6820/1820,
8-28=-6820/1820, 28-29=-6820/1820,
9-29=-6820/1820, 9-10=-4373/1289,
10-11=-5099/1486, 11-30=-5011/1458,
30-31=-5028/1447, 12-31=-5071/1436
BOT CHORD 1-32=-1196/4161, 32-33=-1196/4161,
20-33=-1196/4161, 19-20=-1602/6570,
19-34=-1602/6570, 34-35=-1602/6570,
18-35=-1602/6570, 18-36=-1761/7495,
36-37=-1761/7495, 17-37=-1761/7495,
17-38=-1773/7494, 38-39=-1773/7494,
16-39=-1773/7494, 16-40=-1610/6568,
40-41=-1610/6568, 15-41=-1610/6568,
14-15=-1610/6568, 14-42=-1175/4151,
42-43=-1175/4151, 12-43=-1175/4151
WEBS 2-20=-509/316, 3-20=-677/2028,
4-20=-3020/614, 4-18=-324/1082,
6-18=-1097/201, 7-17=-127/252,
7-16=-1099/205, 9-16=-327/1084,9-14=-3023/620, 10-14=-667/2025,11-14=-478/324
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=52ft; eave=6ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) 0-0-0 to5-0-3, Interior (1) 5-0-3 to 10-0-0, Exterior(2R) 10-0-0 to17-3-6, Interior (1) 17-3-6 to 42-3-0, Exterior(2R) 42-3-0
to 49-6-6, Interior (1) 49-6-6 to 53-9-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 3x6 MT20 unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 558 lb uplift at joint
1 and 600 lb uplift at joint 12.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 A2 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:50 Page: 1
ID:r3_2hR3Lfah2ptCO_i2rcwzKsiJ-XbxtDpilEyWM1WGStNcSpMeoZAcwCcJ?KvaMonykh8l
712
=MT20HS 7x10
=6x8
=3x8
=MT20HS 5x10
=MT20HS 5x10
=MT20HS 7x10 =MT20HS 5x10
=MT20HS 5x10
=3x8
=6x8
=MT20HS 7x10
1432
39 40
1
23 22 2135 3620 19 1841 4217 16 15 4344
13
3334 37 38
122312425
113
5 26 27 6 28 7 8 29 30 9 104
T1
T2 T2
T3
B1 B1B2B2
W4 W4
W1
W2 W3 W3 W2
W1
W5 W5W6W7W8W8W7W6
HW1 HW1
1-6-0
53-9-0
3-9-9
3-9-9
3-9-9
52-3-0
4-1-8
48-5-7
4-1-8
7-11-1
4-0-15
44-3-15
4-0-15
12-0-0
5-6-12
40-3-0
5-6-12
17-6-12
5-8-8
34-8-4
5-8-8
23-3-4
5-8-8
28-11-12
0-2-8
52-3-0
0-2-8
0-2-8
5-8-8
46-1-4
5-8-8
11-10-4
5-11-4
52-0-8
5-11-4
6-1-12
7-1-10
18-11-14
7-1-10
33-3-2
7-1-10
40-4-12
7-1-10
26-1-8
8 -2 -9
0-9-14
0-1-12
7 -8 -2
7 -8 -2
0 -1 -12
7 -9 -14
Scale = 1:104.5
Plate Offsets (X, Y):[1:0-3-8,Edge], [2:0-4-0,0-2-4], [4:0-6-8,0-2-0], [10:0-6-8,0-2-0], [12:0-4-0,0-2-4], [12:0-0-0,Edge], [12:0-0-0,Edge], [12:0-0-0,Edge], [13:0-3-8,Edge], [16:0-2-12,0-1-8],
[22:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.74 19 >845 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.98 Vert(CT)-0.95 19-20 >663 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.38 13 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.28 18-19 >999 240
BCDL 7.0 Weight: 321 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&BtrBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 4-5-15, Right 2x8 DF SS --
4-5-15
BRACING
TOP CHORD Structural wood sheathing directly applied or2-9-2 oc purlins, except2-0-0 oc purlins (2-0-2 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 6-20, 8-18
WEBS 2 Rows at 1/3 pts 5-22, 9-16
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=2558/0-5-8, (min. 0-3-1),
13=2694/0-5-8, (min. 0-3-2)
Max Horiz 1=-123 (LC 12)
Max Uplift 1=-558 (LC 14), 13=-600 (LC 14)
Max Grav 1=2881 (LC 32), 13=2938 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=-4782/1500, 2-24=-4763/1518,
24-25=-4745/1520, 3-25=-4733/1531,
3-4=-4845/1451, 4-5=-4161/1260,
5-26=-5841/1627, 26-27=-5841/1627,
6-27=-5841/1627, 6-28=-6372/1696,
7-28=-6372/1696, 7-8=-6372/1696,
8-29=-5839/1615, 29-30=-5839/1615,
9-30=-5839/1615, 9-10=-4158/1253,
10-11=-4841/1434, 11-31=-4724/1535,
12-31=-4753/1521, 12-13=-4778/1503
BOT CHORD 1-33=-1210/3859, 33-34=-1210/3859,
23-34=-1210/3859, 22-23=-1221/4149,
21-22=-1400/5642, 21-35=-1400/5642,
35-36=-1400/5642, 20-36=-1400/5642,
20-37=-1509/6353, 37-38=-1509/6353,
19-38=-1509/6353, 19-39=-1519/6352,
39-40=-1519/6352, 18-40=-1519/6352,
18-41=-1407/5640, 41-42=-1407/5640,
17-42=-1407/5640, 16-17=-1407/5640,
15-16=-1205/4143, 15-43=-1193/3845,43-44=-1193/3845, 13-44=-1193/3845
WEBS 4-22=-661/1972, 10-16=-662/1971,2-23=-161/341, 3-22=-680/178,11-16=-661/177, 12-15=-134/348,5-22=-2438/507, 9-16=-2440/510,
5-20=-298/1065, 6-20=-1026/158,
6-19=-108/253, 8-19=-103/258,
8-18=-1028/161, 9-18=-301/1067
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=52ft; eave=6ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
5-1-13, Interior (1) 5-1-13 to 12-0-0, Exterior(2R) 12-0-0
to 19-3-6, Interior (1) 19-3-6 to 40-3-0, Exterior(2R)
40-3-0 to 47-6-6, Interior (1) 47-6-6 to 53-9-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 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)All plates are 3x6 MT20 unless otherwise indicated.8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 558 lb uplift at joint
1 and 600 lb uplift at joint 13.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 A3 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:51 Page: 1
ID:GegAJT5EyV3dgKwzfqbYEZzKsiG-0nVFR8jN?GfDefreR48hMZBxHZuZx4B9ZZJvKEykh8k
712
=M18AHS 3x8
=4x6
=3x8
=3x6
=4x8
=5x6
=5x6 WB
=5x8
=4x8
=5x6
=3x4
=M18AHS 8x14
=2x4
=2x4
=3x6
=3x6
=3x6
=2x4
=2x4
=M18AHS 6x8
=MT20HS 6x16
=3x4
=MT20HS 7x10
=5x8
=6x8 =3x6 =3x6
=3x6
=MT20HS 7x10
1338262539242340224121201615144748
12
371942431844454617
36111
3522910
94315632333478303
T1
T3T2
T4
T5
W1
B2 B5B1
B3
B4
B6
W4
W5 W6 W7
W9
W8
W2 W16W11W11
W3
W12W10 W13 W14
W15 W17
W18
BL1
HW2
O1
1-6-0
50-2-0
3-6-12
3-6-12
4-4-12
14-9-12
4-6-4
19-4-0
4-2-3
44-2-7
5-1-5
29-6-11
5-1-5
24-5-5
5-1-5
34-8-0
4-5-9
48-8-0
5-4-4
40-0-4
6-10-4
10-5-0
0-2-8
0-2-8
0-2-8
48-8-0
1-7-12
34-8-0
1-7-12
11-11-0
1-10-4
21-4-4
0-1-12
21-6-0
0-1-12
33-0-4
2-10-12
14-9-12
3-4-4
3-6-12
4-8-4
19-6-0
5-7-0
27-1-0
5-9-8
32-10-8
6-8-8
10-3-4
6-11-4
48-5-8
6-10-4
41-6-4
9 -4 -9
2 -10
-15
0-9-142-0-0
0-1-12
8 -6 -10
8 -6 -10
0 -3 -8
8 -10
-2
0 -1 -12
8 -11
-14
Scale = 1:112.1
Plate Offsets (X, Y):[4:0-1-8,0-2-0], [5:0-3-0,0-3-4], [9:0-4-0,0-2-6], [10:0-5-0,0-3-4], [11:0-4-0,0-2-4], [12:0-3-8,Edge], [14:0-3-11,0-1-12], [17:0-6-6,Edge], [19:0-6-10,0-3-6],
[22:0-3-0,0-2-0], [25:0-2-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.63 20 >917 360 M18AHS 169/162
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.77 Vert(CT)-0.83 20 >704 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.39 12 n/a n/a MT20 220/195
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.28 17-18 >999 240
BCDL 7.0 Weight: 342 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr*Except* T1:2x4 DF 2400F 2.0E, T4:2x6 DF1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* B3:2x4 DF Stud/Std, B4:2x4 DF
2400F 2.0E
WEBS 2x4 DF Stud/Std *Except*
W9,W8,W2,W16:2x4 DF 1800F 1.6E or 2x4
DF No.1&Btr
OTHERS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -- 5-2-14
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-4 oc purlins, except end verticals, and
2-0-0 oc purlins (2-2-0 max.): 3-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing. Except:
10-0-0 oc bracing: 19-21, 15-17
WEBS 1 Row at midpt 4-24, 4-22, 6-19, 7-17
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=2543/0-5-8, (min. 0-3-1),
26=2401/0-5-8, (min. 0-2-14)
Max Horiz 26=255 (LC 13)
Max Uplift 12=-543 (LC 14), 26=-501 (LC 14)
Max Grav 12=2858 (LC 33), 26=2699 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2263/760, 2-29=-3432/1000,
3-29=-3374/1026, 3-30=-2904/905,
4-30=-2909/905, 4-31=-5870/1565,
5-31=-5870/1565, 5-6=-5884/1569,
6-32=-5934/1633, 32-33=-5934/1633,
33-34=-5934/1633, 7-34=-5934/1633,
7-8=-4647/1384, 8-9=-4661/1383,
9-10=-5367/1551, 10-35=-4099/1384,
11-35=-4147/1374, 11-36=-4129/1352,
36-37=-4151/1342, 12-37=-4254/1340,1-26=-2680/863
BOT CHORD 25-39=-751/1939, 24-39=-751/1939,23-24=-1076/3917, 23-40=-1076/3917,22-40=-1076/3917, 5-19=-694/68,19-42=-1484/6124, 42-43=-1484/6124,
18-43=-1484/6124, 18-44=-1435/5706,
44-45=-1435/5706, 45-46=-1435/5706,
17-46=-1435/5706, 9-17=-680/2141,
14-47=-1076/3401, 47-48=-1076/3401,
12-48=-1076/3401
WEBS 2-24=-230/1203, 3-24=-451/1329,4-24=-2161/485, 4-22=-1653/351,19-22=-1104/4212, 4-19=-797/3428,1-25=-787/2449, 14-17=-1188/4007,
2-25=-1438/340, 6-18=-510/129,
6-19=-416/115, 7-18=-200/696,
7-17=-1693/314, 10-17=-130/861,
10-14=-1282/208, 11-14=-184/261
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=48ft; eave=6ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 3-6-4 to
8-3-10, Interior (1) 8-3-10 to 13-9-8, Exterior(2R) 13-9-8
to 20-6-11, Interior (1) 20-6-11 to 38-2-4, Exterior(2R)
38-2-4 to 44-11-7, Interior (1) 44-11-7 to 53-7-6 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs 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 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 543 lb uplift at joint
12 and 501 lb uplift at joint 26.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 A4 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:52 Page: 1
ID:gDLJxU86EQRCXofYKz9FsBzKsiD-Uz3eeUk?mZn4GpQr?ofwunj9JzH5gVZIoD3Ttgykh8j
712
=7x8
=6x8
=3x8
=5x6
=M18AHS 3x8
=M18AHS 4x8
=5x6 =2x4
=4x8
=7x8
=2x4
=2x4
=8x10
=3x4
=3x4 =4x6
=5x6
=5x6
=7x8
1417461647154849
13
35
1
363724 23 2238 394021 20 41 4219 43 444518
341233
2 11261027
3
9
5 28 29 6 303132 74 8
T1
T2 T3
T4
T5
B1 B1B2
B4
B3
W4 W7 W8
W12
W11 W13
W9
W1
W2 W3
W6W5 W6 W5
W10
HW1
HW2
1-6-0
50-2-0
2-4-4
35-0-4
3-10-0
3-10-0
4-9-3
17-2-3
4-10-15
22-1-1
4-10-15
27-0-0
4-3-13
8-1-12
4-3-4
12-5-0
5-8-0
32-8-0
5-6-0
40-6-4
8-1-12
48-8-0
0-2-8
0-2-8
0-2-8
48-8-0
1-3-14
20-11-8
1-7-12
13-11-0
1-10-4
34-10-8
0-1-12
33-0-4
5-8-10
19-7-105-9-2
5-11-10
5-7-12
40-6-4
6-0-8
27-0-0
6-3-10
12-3-4
5-10-8
32-10-8
7-11-4
48-5-8
10
-6 -9
0-10-15
0-9-142-0-0
0-1-12
2-0-0
8 -0 -2
10
-0 -2
0 -1 -12
10
-1 -14
Scale = 1:109.4
Plate Offsets (X, Y):[1:0-2-12,0-0-1], [2:0-4-0,0-2-4], [6:0-3-0,0-3-0], [8:0-5-0,Edge], [13:0-5-13,Edge], [15:0-1-12,0-2-0], [18:0-4-0,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.56 18-19 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.77 18-19 >754 240 M18AHS 169/162
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.32 13 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.32 18-19 >999 240
BCDL 7.0 Weight: 315 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T3,T5:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* B4:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except* W12:2x4 DF1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 4-6-7, Right 2x8 DF SS --
4-8-12
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-7-8 oc purlins, except
2-0-0 oc purlins (2-9-2 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 5-7-13 oc
bracing. Except:
10-0-0 oc bracing: 16-18
WEBS 1 Row at midpt 5-23, 6-21, 6-19
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2392/0-5-8, (min. 0-2-14),
13=2540/0-5-8, (min. 0-3-2)
Max Horiz 1=203 (LC 13)
Max Uplift 1=-513 (LC 14), 13=-550 (LC 14)
Max Grav 1=2724 (LC 33), 13=2940 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-4222/1377, 2-26=-3921/1391,
26-27=-3882/1395, 3-27=-3879/1405,
3-4=-3963/1332, 4-5=-3395/1157,
5-28=-4569/1449, 28-29=-4569/1449,
6-29=-4569/1449, 6-30=-4697/1471,
30-31=-4697/1471, 31-32=-4697/1471,
7-32=-4697/1471, 7-8=-4703/1472,
8-9=-4803/1690, 9-10=-4847/1624,
10-11=-4859/1605, 11-33=-4099/1390,
12-33=-4243/1372, 12-34=-4266/1371,
34-35=-4386/1368, 13-35=-4443/1356
BOT CHORD 1-36=-1161/3308, 36-37=-1161/3308,
24-37=-1161/3308, 23-24=-1178/3402,
22-23=-1290/4350, 22-38=-1290/4350,
38-39=-1290/4350, 39-40=-1290/4350,
21-40=-1290/4350, 20-21=-1381/4757,
20-41=-1381/4757, 41-42=-1381/4757,
19-42=-1381/4757, 19-43=-1222/3887,
43-44=-1222/3887, 44-45=-1222/3887,
18-45=-1222/3887, 9-18=-513/106,
15-48=-1109/3573, 48-49=-1109/3573,
13-49=-1109/3573
WEBS 4-23=-610/1650, 7-19=-909/106,8-19=-358/1389, 15-18=-1227/3819,11-18=-197/1064, 11-15=-1181/233,8-18=-609/1821, 2-24=-134/323,3-23=-682/166, 5-21=-251/811,
5-23=-1789/404, 6-21=-620/95,
6-19=-176/329
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=48ft; eave=6ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 1-6-12 to
6-4-2, Interior (1) 6-4-2 to 13-11-12, Exterior(2R)
13-11-12 to 20-8-15, Interior (1) 20-8-15 to 34-2-12,
Exterior(2R) 34-2-12 to 40-11-15, Interior (1) 40-11-15 to
51-9-10 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 3x6 MT20 unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 513 lb uplift at joint
1 and 550 lb uplift at joint 13.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 A5 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:53 Page: 1
ID:VNiaCYCtqGCLFj7ihDFf5SzKsi7-y9d0rqkdXtvxuz?1YVA9R_GIkNccPy7S0to0P6ykh8i
712
=6x8
=5x8
=2x4
=3x4
=5x8
=5x14
=5x6 =5x8
=3x4
=3x4
=4x6
=5x6
=3x8
=3x4
=4x4
=4x6
=3x6
1
26 18 27 28 1716 29 30 31 15 32 33 14 34 13 35 36 12 11
2
193 10
252049
6 2223 7 2421 85
T2
T1
T3 T4
T5
W9
B1 B1B2
W4 W5 W6 W6 W5 W4
W3 W7
W8W1
W2 W3
HW1
4-6-0
4-6-0
5-5-0
25-3-0
5-5-0
19-10-0
5-5-0
30-8-0
4-11-13
9-5-12
4-11-4
14-5-0
4-11-4
35-7-4
5-0-12
40-8-0
0-2-8
40-8-0
0-2-8
0-2-8
2-9-1
40-5-8
6-10-11
37-8-7
6-11-0
14-3-4
7-1-12
7-4-4
8-3-4
30-9-12
8-3-4
22-6-8
9 -3 -14
0-10-15 3 -5 -14
0-1-12
9 -2 -2
9 -2 -2
0 -1 -12
9 -3 -14
Scale = 1:90.8
Plate Offsets (X, Y):[1:0-6-2,0-0-1], [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [11:Edge,0-3-8], [17:0-5-12,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.28 15-16 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.40 15-16 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.13 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.19 15-16 >999 240
BCDL 7.0 Weight: 251 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 2-8-1
BRACING
TOP CHORD Structural wood sheathing directly applied or2-2-10 oc purlins, except end verticals, and2-0-0 oc purlins (3-6-3 max.): 5-8.
BOT CHORD Rigid ceiling directly applied or 6-9-6 oc
bracing.
WEBS 1 Row at midpt 6-16, 6-15, 7-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1986/0-5-8, (min. 0-2-10),11=1986/0-5-8, (min. 0-2-7)
Max Horiz 1=178 (LC 13)
Max Uplift 1=-433 (LC 14), 11=-434 (LC 14)
Max Grav 1=2473 (LC 32), 11=2265 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-3796/1063, 2-19=-3590/1071,3-19=-3450/1072, 3-20=-3335/1090,4-20=-3076/1109, 4-5=-2787/992,
5-21=-2370/880, 6-21=-2376/880,
6-22=-2763/933, 22-23=-2763/933,
7-23=-2763/933, 7-24=-1964/731,
8-24=-1960/731, 8-9=-2305/820,
9-25=-1301/540, 10-25=-1474/537,
10-11=-2243/743
BOT CHORD 1-26=-950/2930, 18-26=-950/2930,18-27=-953/2706, 27-28=-953/2706,
17-28=-953/2706, 16-17=-953/2706,
16-29=-859/2810, 29-30=-859/2810,
30-31=-859/2810, 15-31=-859/2810,
15-32=-815/2679, 32-33=-815/2679,
14-33=-815/2679, 14-34=-815/2679,
13-34=-815/2679, 13-35=-549/1564,
35-36=-549/1564, 12-36=-549/1564
WEBS 5-16=-434/1044, 6-16=-855/120,
6-15=-293/112, 7-15=-198/504,
7-13=-1358/308, 8-13=-347/792,
9-13=-175/720, 9-12=-1284/367,
10-12=-615/1742, 4-18=-141/294,
4-16=-922/210
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-11-13, Interior (1) 3-11-13 to 14-5-0, Exterior(2R)
14-5-0 to 19-10-0, Interior (1) 19-10-0 to 30-8-0, Exterior
(2R) 30-8-0 to 36-3-10, Interior (1) 36-3-10 to 40-6-4zone; cantilever left and right exposed ; end vertical leftand right exposed; porch left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 433 lb uplift at joint
1 and 434 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 B1 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:54 Page: 1
ID:RmqKdDE7MtS3U0G4oeI7AtzKsi5-QMAO3AlFIB1oV7aD6DhOzCpTnn_y8P2bFXYZxYykh8h
712
=7x8
=5x6
=5x6
=2x4
=3x4
=5x8
=4x6 =3x8
=5x6
=2x4
=3x8
=3x6
=5x6
=3x8
=3x4
=3x4
=4x4
=5x6
=2x4
1
28 18 2930 3117 16 32 331534 3514 13 36 3738 12 11
192 20 109321
27
4 8
6232422 25 265 7
T2
T1
T3
T4
W10
B1 B2 B1
W1
W2 W3
W4 W5 W6 W5 W4
W3 W7
W8 W9HW1
1-3-0
40-8-0
6-1-8
28-8-0
6-1-8
22-6-8
5-4-8
39-5-0
5-4-8
11-0-8
5-8-0
5-8-0
5-4-8
34-0-8
5-4-8
16-5-0
0-2-8
40-8-0
0-2-8
0-2-8
3-10-8
40-5-8
6-3-4
28-9-12
6-3-4
22-6-8
7-9-4
36-7-0
7-11-0
16-3-4
8-1-12
8-4-4
10
-5 -14
0-10-15 3 -5 -14
0-1-12
10
-4 -2
10
-4 -2
0 -1 -12
10
-5 -14
Scale = 1:101.4
Plate Offsets (X, Y):[1:0-6-2,0-0-1], [4:0-4-0,0-3-4], [9:0-1-12,0-2-0], [11:0-3-0,0-2-12], [12:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.27 16-18 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.37 16-18 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.13 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 16-18 >999 240
BCDL 7.0 Weight: 261 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 3-4-3
BRACING
TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals, and2-0-0 oc purlins (3-7-9 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-8-9 oc
bracing.
WEBS 1 Row at midpt 4-16, 6-16, 6-13, 8-13,
8-12
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=1986/0-5-8, (min. 0-2-11),
11=1986/0-5-8, (min. 0-2-11)
Max Horiz 1=197 (LC 13)
Max Uplift 1=-433 (LC 14), 11=-434 (LC 14)
Max Grav 1=2545 (LC 32), 11=2514 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-4043/1069, 2-19=-3875/1072,
2-20=-3872/1073, 3-20=-3776/1085,
3-21=-3583/1092, 4-21=-3462/1111,
4-5=-2769/955, 5-22=-2214/851,
22-23=-2215/851, 6-23=-2215/851,
6-24=-1869/751, 24-25=-1869/751,
25-26=-1868/751, 7-26=-1868/752,
7-8=-2346/838, 8-27=-1634/640,
9-27=-1955/625
BOT CHORD 1-28=-964/3190, 18-28=-964/3190,
18-29=-918/2846, 29-30=-918/2846,
30-31=-918/2846, 17-31=-918/2846,
16-17=-918/2846, 16-32=-783/2267,
32-33=-783/2267, 15-33=-783/2267,
15-34=-783/2267, 34-35=-783/2267,
14-35=-783/2267, 13-14=-783/2267,
13-36=-595/1886, 36-37=-595/1886,
37-38=-595/1886, 12-38=-595/1886,
11-12=-224/706
WEBS 3-18=-342/111, 4-18=-196/466,
4-16=-1067/240, 5-16=-414/940,
6-16=-471/272, 6-15=-150/295,
6-13=-915/257, 7-13=-354/733,
8-13=-184/439, 8-12=-1058/243,9-12=-486/1418, 9-11=-2720/782
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) 0-0-0 to3-11-13, Interior (1) 3-11-13 to 16-5-0, Exterior(2R)16-5-0 to 22-0-10, Interior (1) 22-0-10 to 28-8-0, Exterior(2R) 28-8-0 to 34-0-8, Interior (1) 34-0-8 to 40-6-4 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 433 lb uplift at joint1 and 434 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 B2 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:55 Page: 1
ID:KX4rTbHeQ6yVzear1UM3LjzKsi1-uYkmGWmt3U9f7H9QgwCdWPLeWBLqtuKkUBH7T?ykh8g
712
=7x8
=5x6
=5x6
=4x6
=2x4
=3x4
=5x8
=2x4
=3x8
=3x6
=5x6
=3x8
=2x4 =5x6
=3x6
=2x4
=3x8
=5x8
=3x4
=4x4
=MT20HS 5x10
=2x4
1
2133 20 34 3536 19 1837 38 17 39 164015 4142 43 14 13
222 12113
323123410
3024
5 9
25 29626727288
T2
T1
T3
T4
T2
W11
B1 B2 B2B3
W1
W2
W4
W10
W4
W3
W5 W6 W7 W6 W5
W3 W8
W9HW1
2-1-12
28-9-12
2-1-12
18-5-0
1-3-0
40-8-0
4-1-8
26-8-0
4-1-8
22-6-8
5-2-12
16-3-4
5-2-12
34-0-8
5-4-8
11-0-8
5-4-8
39-5-0
5-8-0
5-8-0
0-2-8
40-8-0
0-2-8
0-2-8
3-10-8
40-5-8
6-3-4
28-9-12
6-3-4
22-6-8
7-9-4
36-7-0
7-11-0
16-3-4
8-1-12
8-4-4
11
-7 -14
0-10-15 3 -5 -14
0-1-12
11
-6 -2
11
-6 -2
0 -1 -12
11
-7 -14
Scale = 1:109.7
Plate Offsets (X, Y):[1:0-6-2,0-0-1], [4:0-4-0,0-3-0], [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [10:0-4-0,0-3-0], [11:0-1-8,0-2-0], [13:Edge,0-2-12], [14:0-1-8,0-1-8], [19:0-1-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.29 19-20 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.38 19-20 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.14 13 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 1-20 >999 240
BCDL 7.0 Weight: 296 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 4-0-3
BRACING
TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(4-6-1 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 6-8-4 oc
bracing.
WEBS 1 Row at midpt 9-15, 5-19, 4-19, 6-19,
6-17, 7-17, 8-15, 10-15,
10-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1986/0-5-8, (min. 0-2-13),
13=1986/0-5-8, (min. 0-2-15)
Max Horiz 1=214 (LC 13)
Max Uplift 1=-433 (LC 14), 13=-434 (LC 14)
Max Grav 1=2631 (LC 32), 13=2757 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=-4259/1080, 2-22=-4090/1079,
3-22=-4060/1089, 3-23=-3875/1098,
4-23=-3552/1115, 4-24=-3118/950,
5-24=-2896/970, 5-25=-2936/998,
6-25=-2802/1005, 6-26=-2174/818,
7-26=-2174/818, 7-27=-2174/818,27-28=-2174/818, 8-28=-2174/818,8-29=-2385/896, 9-29=-2519/888,9-30=-2460/854, 10-30=-2675/839,10-31=-1932/640, 31-32=-1961/629,11-32=-2154/627
BOT CHORD 1-21=-969/3395, 21-33=-969/3395,
20-33=-969/3395, 20-34=-922/3118,
34-35=-922/3118, 35-36=-922/3118,
19-36=-922/3118, 18-19=-712/2242,
18-37=-712/2242, 37-38=-712/2242,
17-38=-712/2242, 17-39=-628/2018,
16-39=-628/2018, 16-40=-628/2018,
15-40=-628/2018, 15-41=-595/2100,
41-42=-595/2100, 42-43=-595/2100,
14-43=-595/2100, 13-14=-224/770
WEBS 3-20=-265/82, 4-20=-200/423, 9-15=-491/67,
11-13=-2965/782, 5-19=-438/54,
4-19=-1021/211, 6-19=-438/1376,
6-17=-347/316, 7-17=-699/72,
8-17=-256/737, 8-15=-225/636,10-15=-87/345, 10-14=-1205/243,11-14=-482/1549
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-11-13, Interior (1) 3-11-13 to 18-5-0, Exterior(2R)
18-5-0 to 24-0-10, Interior (1) 24-0-10 to 26-8-0, Exterior
(2R) 26-8-0 to 32-3-10, Interior (1) 32-3-10 to 40-6-4
zone; cantilever left and right exposed ; end vertical left
and right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 433 lb uplift at joint
1 and 434 lb uplift at joint 13.
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)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 B3 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:56 Page: 1
ID:GwBbuHJuxjCCCxkE9vPXQ8zKsi?-MkI8UsnVqoHWlRkcEejs3dupzagkcKLujr1g0Rykh8f
712
=7x8
=5x6
=5x6 =2x4
=3x4
=5x8
=4x6
=2x4
=4x8
=5x6
=3x4
=5x6
=3x6
=2x4
=3x8
=5x8
=4x4
=3x6
=MT20HS 5x10
=2x4
1
29 19 30 311832 17 33 34 351636 37 1538 14 39 40 41 13 12
220 111032821
27
269422
25232458
6 7
T2
T1
T3
T5
T4
W11
B1 B2 B1
W4 W4
W10
W5 W6 W7 W5
W1
W2 W3 W3 W8
W9HW1
1-3-0
40-8-0
4-3-0
24-8-0
4-1-12
28-9-12
4-1-12
20-5-0
5-2-12
16-3-4
5-2-12
34-0-8
5-4-8
39-5-05-4-811-0-85-8-05-8-0
0-2-8
40-8-0
0-2-8
0-2-8
3-10-8
40-5-8
6-3-4
22-6-8
6-3-4
28-9-12
7-9-4
36-7-0
7-11-0
16-3-4
8-1-12
8-4-4
12
-9 -14
0-10-15 3 -5 -14
0-1-12
12
-8 -2
12
-8 -2
0 -1 -12
12
-9 -14
Scale = 1:114.2
Plate Offsets (X, Y):[1:0-6-2,0-0-1], [4:0-4-0,0-3-0], [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:0-4-0,0-3-0], [10:0-2-12,0-1-8], [12:Edge,0-2-12], [17:0-1-8,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.31 17-19 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.39 17-19 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.15 12 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 1-19 >999 240
BCDL 7.0 Weight: 289 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 4-4-3
BRACING
TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(4-4-15 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 6-8-15 oc
bracing.
WEBS 1 Row at midpt 5-17, 8-14, 6-17, 6-16,
7-16, 7-14, 4-17, 9-13
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=1986/0-5-8, (min. 0-2-14),
12=1986/0-5-8, (min. 0-3-1)
Max Horiz 1=232 (LC 13)
Max Uplift 1=-433 (LC 14), 12=-434 (LC 14)
Max Grav 1=2714 (LC 32), 12=2899 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-4423/1050, 2-20=-4243/1050,
3-20=-4225/1059, 3-21=-4122/1062,
4-21=-4117/1084, 4-22=-3441/923,
22-23=-3387/924, 5-23=-3161/943,
5-6=-3359/1001, 6-7=-2246/745,
7-8=-2917/866, 8-24=-2589/811,
24-25=-2628/809, 9-25=-2985/793,
9-26=-1932/604, 26-27=-2113/602,
27-28=-2300/591, 10-28=-2320/581
BOT CHORD 1-29=-944/3538, 19-29=-944/3538,
19-30=-891/3351, 30-31=-891/3351,
18-31=-891/3351, 18-32=-891/3351,
17-32=-891/3351, 17-33=-631/2294,
33-34=-631/2294, 34-35=-631/2294,
16-35=-631/2294, 16-36=-586/2185,
36-37=-586/2185, 15-37=-586/2185,
15-38=-586/2185, 14-38=-586/2185,
14-39=-581/2305, 39-40=-581/2305,
40-41=-581/2305, 13-41=-581/2305,
12-13=-220/816
WEBS 5-17=-626/85, 8-14=-665/93,10-12=-3141/769, 6-17=-464/1561,6-16=-470/209, 7-16=-229/568,7-14=-253/712, 4-19=-211/359,4-17=-942/203, 9-14=-80/323,
9-13=-1356/229, 10-13=-470/1715
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-11-13, Interior (1) 3-11-13 to 20-5-0, Exterior(2E)
20-5-0 to 24-8-0, Exterior(2R) 24-8-0 to 30-3-10, Interior
(1) 30-3-10 to 40-6-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 433 lb uplift at joint
1 and 434 lb uplift at joint 12.
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)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 B4 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:57 Page: 1
ID:54Zt8KNfXZzMwsBOVAVxfPzKshv-MkI8UsnVqoHWlRkcEejs3duoUagQcJYujr1g0Rykh8f
712
=6x8
=5x6
=5x6
=2x4
=3x4
=5x8
=4x6
=5x6
=3x8 =2x4
=3x8
=4x6 =3x8
=5x6
=3x4
=3x4
=4x4
=5x6
=2x4
1
18 28 29 3017 16 3132 15 33 14 13 34 35 36 12 11
19
2 1093
4 82720
5 72625212423226
T2
T1
T3
T4
W9
B1 B2 B1
W4 W5 W4 W5 W4
W8W1
W2 W3 W3 W6
W7HW1
1-3-0
40-8-0
4-6-7
34-0-8
4-6-7
15-6-15
5-4-8
39-5-0
5-4-8
11-0-8
5-8-0
5-8-0
6-11-9
29-6-1
6-11-9
22-6-8
0-2-8
40-8-0
0-2-8
0-2-8
3-10-840-5-86-9-1329-4-56-9-1322-6-8 7-2-1136-7-07-4-715-8-118-1-128-4-4
0-10-15 3 -5 -14
10
-0 -0
Scale = 1:99.9
Plate Offsets (X, Y):[1:0-6-2,0-0-1], [4:0-4-0,0-3-0], [5:0-4-0,0-2-4], [7:0-4-0,0-2-4], [9:0-1-12,0-2-0], [11:0-3-0,0-3-0], [12:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.23 16-18 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.30 16-18 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.13 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 1-18 >999 240
BCDL 7.0 Weight: 262 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T3:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 4-7-13
BRACING
TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals, and2-0-0 oc purlins (4-5-2 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 5-11-10 oc
bracing.
WEBS 1 Row at midpt 6-16, 6-13, 4-16, 8-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1986/0-5-8, (min. 0-2-11),11=1986/0-5-8, (min. 0-2-9)
Max Horiz 1=190 (LC 13)
Max Uplift 1=-433 (LC 14), 11=-434 (LC 14)
Max Grav 1=2513 (LC 32), 11=2411 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-3938/1315, 2-19=-3674/1331,2-3=-3682/1337, 3-4=-3511/1361,4-20=-2686/1142, 5-20=-2650/1159,
5-21=-2196/1027, 21-22=-2196/1027,
6-22=-2195/1027, 6-23=-1895/893,
23-24=-1896/893, 24-25=-1896/893,
25-26=-1896/893, 7-26=-1897/893,
7-27=-2211/998, 8-27=-2243/981,
8-9=-1873/765
BOT CHORD 1-18=-1176/3116, 18-28=-1078/2711,28-29=-1078/2711, 29-30=-1078/2711,
17-30=-1078/2711, 16-17=-1078/2711,
16-31=-951/2469, 31-32=-951/2469,
15-32=-951/2469, 15-33=-951/2469,
14-33=-951/2469, 13-14=-951/2469,
13-34=-710/1781, 34-35=-710/1781,
35-36=-710/1781, 12-36=-710/1781,
11-12=-261/686
WEBS 5-16=-496/961, 6-16=-547/241,
6-15=-192/343, 6-13=-1037/318,
7-13=-418/739, 9-11=-2645/925,
3-18=-409/97, 4-18=-267/509,
4-16=-1036/293, 8-13=-171/489,
8-12=-982/303, 9-12=-573/1339
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-11-13, Interior (1) 3-11-13 to 15-6-15, Exterior(2R)
15-6-15 to 19-6-12, Interior (1) 19-6-12 to 29-6-1,
Exterior(2R) 29-6-1 to 33-5-13, Interior (1) 33-5-13 to40-6-4 zone; cantilever left and right exposed ; endvertical left and right exposed; porch left and rightexposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 433 lb uplift at joint
1 and 434 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 B5 14Piggyback Base Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:57 Page: 1
ID:YSXzfEmIJCgSwBMnafcDeszKsih-qxsXhCn8b6PNMaJonLE5bqR0R_1SLmo1xVmEYtykh8e
712
=2x4
=5x6
=4x4
=5x6
=4x8 =3x6
=3x8
=2x4
=3x8
=5x6
=4x6
=3x4
=3x6
=3x4
=2x4
=5x6
=5x6
=7x8
1118
3031 3233 17 34 1635 15 36 37 14 13 38 39 12 40
10
299288
2771262619
20
3 525212423224
T1
T2
T3
T4W1
B1 B3B2
W3
W4 W5 W4 W5 W4
W3 W6
W7
W2
HW2
1-4-3
1-4-3
1-6-0
42-4-10
6-11-9
21-8-11
6-11-9
14-9-2
6-3-8
34-3-10
6-3-8
28-0-2
6-5-7
7-9-9
6-7-0
40-10-10
0-2-8
0-2-8
0-2-8
40-10-10
6-9-13
21-6-15
6-9-13
14-9-27-8-137-11-5
9-6-4
40-8-2
9-7-0
31-1-14
12
-4 -11
7 -5 -6
0-9-14
12
-0 -0
Scale = 1:111.3
Plate Offsets (X, Y):[2:0-1-12,0-2-0], [3:0-4-0,0-2-4], [5:0-4-0,0-2-4], [10:0-5-13,Edge], [18:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.38 12-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.51 12-14 >957 240
TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.12 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.25 12-14 >999 240
BCDL 7.0 Weight: 277 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2,T4:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -- 3-10-0
BRACING
TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals, and2-0-0 oc purlins (4-10-10 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 7-1-7 oc
bracing.
WEBS 1 Row at midpt 3-17, 4-14, 6-14, 2-18
WEBS 2 Rows at 1/3 pts 4-17
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)10=2131/0-5-8, (min. 0-2-12),
18=1994/0-5-8, (min. 0-2-8)
Max Horiz 18=-272 (LC 12)
Max Uplift 10=-474 (LC 14), 18=-438 (LC 14)
Max Grav 10=2586 (LC 33), 18=2316 (LC 39)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-100/250, 2-19=-1565/573,
19-20=-1456/582, 3-20=-1409/598,
3-21=-1261/554, 21-22=-1260/554,
4-22=-1260/554, 4-23=-1972/768,
23-24=-1972/768, 24-25=-1972/768,
5-25=-1972/767, 5-26=-2449/860,
6-26=-2489/833, 6-7=-3193/1074,
7-27=-3318/1062, 8-27=-3589/1055,
8-28=-3771/1048, 9-28=-3841/1034,
9-29=-3840/1033, 10-29=-3967/1020,
1-18=-97/333
BOT CHORD 18-30=-108/489, 30-31=-108/489,
31-32=-108/489, 32-33=-108/489,
17-33=-108/489, 17-34=-513/1923,
16-34=-513/1923, 16-35=-513/1923,
15-35=-513/1923, 15-36=-513/1923,
36-37=-513/1923, 14-37=-513/1923,
13-14=-724/2725, 13-38=-724/2725,
38-39=-724/2725, 12-39=-724/2725,
12-40=-826/3209, 10-40=-826/3209
WEBS 2-17=-512/1480, 3-17=-217/347,
4-17=-1330/400, 4-15=-147/315,
4-14=-163/627, 5-14=-345/739,
6-14=-1296/298, 6-12=-271/639,
8-12=-472/86, 2-18=-2587/789
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-3-10 to
15-3-12, Interior (1) 15-3-12 to 18-11-7, Exterior(2R)
18-11-7 to 24-7-8, Interior (1) 24-7-8 to 32-10-9, Exterior
(2R) 32-10-9 to 38-6-9, Interior (1) 38-6-9 to 53-7-6
zone; cantilever left and right exposed ; end vertical left
and right exposed; porch 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 438 lb uplift at joint
18 and 474 lb uplift at joint 10.
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)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 C1 18Piggyback Base Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:58 Page: 1
ID:KobG1PUJPK54VFN7XYA2XIzKshm-I7QvvYomMPXE_kt_L2mK82zAPOKL4DXBA9Wn4Kykh8d
712
=2x4
=5x8
=3x4
=MT20HS 5x10
=3x4
=4x8 =2x4
=3x8
=3x4 =3x8
=4x4
=3x4
=3x4
=4x4
=3x6
16 27 1514
13 28 29 12 30 11 10 31 329 33 8
7
26125261724
3 181920 52322214
T1
T2
T3
W11W1
B1
B2
B3 B4
W4
W5 W6 W7 W6
W8 W9
W10W2
W3
1-4-3
1-4-3
5-4-4
27-0-15
6-6-1
21-8-11
7-5-0
15-2-9
6-5-7
7-9-9
5-9-11
32-10-10
0-2-8
32-10-10
0-2-8
0-2-8
0-7-7
8-8-8
2-7-5
21-6-15
3-9-1
18-11-10
5-6-0
27-0-15
5-7-3
32-8-2
6-6-1
15-2-9
7-10-9
8-1-1
7 -5 -6
3 -5 -14
2-0-0
12
-0 -0
Scale = 1:107.8
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-2-11,Edge], [5:0-2-4,0-2-4], [6:0-1-12,0-1-8], [7:0-1-4,0-1-12], [9:0-1-12,0-1-8], [13:0-2-12,0-2-0], [15:0-0-8,0-1-8], [16:0-4-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.15 12-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.21 12-13 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.06 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 15-16 >999 240
BCDL 7.0 Weight: 247 lb FT = 0%
LUMBER
TOP CHORD 2x6 DF 1800F 1.6E *Except* T2:2x4 DF
2400F 2.0E, T3:2x4 DF 1800F 1.6E or 2x4DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* B2:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except* W11:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-12 oc purlins, except end verticals, and
2-0-0 oc purlins (5-8-9 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 9-0-2 oc
bracing. Except:
1 Row at midpt 3-1310-0-0 oc bracing: 13-15
WEBS 1 Row at midpt 4-13, 4-10, 6-10, 2-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1586/0-5-8, (min. 0-2-1),
16=1615/0-5-8, (min. 0-1-15)
Max Horiz 16=253 (LC 13)
Max Uplift 8=-345 (LC 14), 16=-338 (LC 14)
Max Grav 8=1926 (LC 32), 16=1795 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-17=-1398/502, 3-17=-1305/521,
3-18=-1197/489, 18-19=-1191/489,
19-20=-1191/489, 4-20=-1189/489,
4-21=-1420/547, 21-22=-1420/547,
22-23=-1421/547, 5-23=-1421/547,
5-24=-1603/614, 6-24=-1680/594,
6-25=-1512/531, 25-26=-1557/517,
7-26=-1737/516, 7-8=-1885/536,
1-16=-125/256
BOT CHORD 13-28=-535/1763, 28-29=-535/1763,
12-29=-535/1763, 12-30=-535/1763,
11-30=-535/1763, 10-11=-535/1763,
10-31=-456/1345, 31-32=-456/1345,
9-32=-456/1345
WEBS 2-13=-380/1330, 4-13=-951/258,
4-12=-182/385, 4-10=-630/112,
5-10=-233/453, 6-10=-248/349,
6-9=-667/112, 7-9=-482/1495,
2-16=-2075/556, 13-16=-181/309
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-3-10 to
14-6-2, Interior (1) 14-6-2 to 18-11-7, Exterior(2R)
18-11-7 to 23-5-15, Interior (1) 23-5-15 to 32-10-9,
Exterior(2R) 32-10-9 to 37-5-0, Interior (1) 37-5-0 to
43-10-12 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 345 lb uplift at joint
8 and 338 lb uplift at joint 16.
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)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 C2 12Piggyback Base Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:01:59 Page: 1
ID:Ji6w5bbkTpqxC0QP2t?yiVytGBh-nJ_H6tpO6jf5cuSBvmHZgFWMEojwpk?KPpFKcmykh8c
712
=3x4
=3x4
=5x6
=7x8
=3x4
1 312
30 29 28 27 26 25 24 23 22 21 20 19
18
3 4
5
6
8 32 9 10 1112 13 14 15 16177
T1
T3T2
W1
B2B1
HW1 ST1
ST2
ST3 ST4 ST4 ST4 ST4 ST4 ST4 ST4 ST4 ST4
1-6-0
-1-6-0
8-0-0
8-0-0
16-9-10
24-9-10
0-2-8
0-2-8
24-7-2
24-9-10
5 -10
-9
0-9-14
5 -4 -2
0-1-12
5 -4 -2
5 -4 -2
0 -1 -12
5 -5 -14
Scale = 1:82.4
Plate Offsets (X, Y):[7:0-3-0,0-1-15], [24:0-4-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 18 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 330 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std -- 1-6-4
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 7-17.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS All bearings 24-4-10.
(lb) -Max Horiz 2=142 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 18, 28, 29, 30 except 19=-135
(LC 10), 20=-141 (LC 7), 21=-135
(LC 7), 22=-137 (LC 7), 23=-135
(LC 7), 24=-137 (LC 7), 25=-125
(LC 7), 26=-137 (LC 6), 27=-129
(LC 7)
Max Grav All reactions 250 (lb) or less at joint
(s) 18, 30 except 2=477 (LC 26),
19=779 (LC 25), 20=886 (LC 25),
21=864 (LC 25), 22=868 (LC 25),
23=869 (LC 25), 24=868 (LC 25),25=861 (LC 25), 26=895 (LC 25),27=743 (LC 25), 28=339 (LC 26),29=343 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 5-29=-305/44, 6-28=-313/43, 8-26=-324/43,
9-25=-292/30, 10-24=-298/43,
11-23=-297/42, 13-22=-297/42,
14-21=-294/41, 15-20=-314/46
NOTES
1)2-ply truss to be connected together as follows:Top chords connected with 10d (0.131"x3") nails asfollows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected with 10d (0.131"x3") nails asfollows: 2x6 - 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)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Truss designed for wind loads in the plane of the trussonly. 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.
5)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
6)Unbalanced snow loads have been considered for this
design.
7)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
8)Provide adequate drainage to prevent water ponding.
9)All plates are 2x4 MT20 unless otherwise indicated.10)Gable studs spaced at 2-0-0 oc.
11)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
12)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
13)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 18, 2, 30, 29, 28 except (jt=lb) 27=128, 26=136,
25=124, 24=137, 23=135, 22=136, 21=134, 20=141,
19=134.
14)Non Standard bearing condition. Review required.
15)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.
16)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or
bottom chord.
17)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 542 lb
down and 110 lb up at 8-0-12, 542 lb down and 110 lb
up at 10-0-12, 542 lb down and 110 lb up at 12-0-12,
542 lb down and 110 lb up at 14-0-12, 542 lb down and
110 lb up at 16-0-12, 542 lb down and 110 lb up at
18-0-12, 542 lb down and 110 lb up at 20-0-12, and 542
lb down and 110 lb up at 22-0-12, and 545 lb down and
108 lb up at 24-0-12 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-7=-84, 7-17=-84, 2-18=-14
Concentrated Loads (lb)
Vert: 27=-542, 26=-542, 25=-542, 24=-542, 23=-542,
22=-542, 21=-542, 20=-542, 19=-545
Job Truss Truss Type Qty Ply
J0672-21 D1 21Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:00 Page: 1
ID:VwmQLAdCqjUWKxjEgMseTdzKshb-FWYfJDq0t1nxD21NTTooDT3hSCBhYLPUdT?u9Cykh8b
712
=5x6
=5x6
=2x4
=3x8
=4x6
=3x4 =2x4
=3x8
=3x4
=3x4
1
2
19 20 11 10 21 9 22 23 8
12 3
413
6 17 18 71615145
T1
T2
W4
B1 B2
W1
W2 W3 W4 W3
HW1
1-6-0
-1-6-0
4-10-4
10-0-0
5-1-12
5-1-12
7-3-1
17-3-1
7-6-9
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
7-4-1
24-7-2
7-4-13
17-3-1
9-7-12
9-10-4
7 -0 -9
0-9-14
6 -6 -2
0-1-12
6 -6 -2
6 -6 -2
0 -1 -12
6 -7 -14
Scale = 1:85.9
Plate Offsets (X, Y):[2:0-4-1,0-0-3], [5:0-3-0,0-1-12], [7:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.20 2-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.35 2-11 >841 240
TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.05 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.25 2-11 >999 240
BCDL 7.0 Weight: 137 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 2-11-15
BRACING
TOP CHORD Structural wood sheathing directly applied or4-6-8 oc purlins, except end verticals, and2-0-0 oc purlins (3-1-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 8-0-1 oc
bracing.
WEBS 1 Row at midpt 7-8, 6-11, 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-1-14),8=1204/0-5-8, (min. 0-1-14)
Max Horiz 2=175 (LC 13)
Max Uplift 2=-302 (LC 14), 8=-331 (LC 11)
Max Grav 2=1749 (LC 30), 8=1770 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-12=-2161/537, 3-12=-1937/547,3-4=-1831/558, 4-13=-1624/554,5-13=-1554/572, 5-14=-1394/507,
14-15=-1395/507, 15-16=-1396/507,
6-16=-1401/507, 7-8=-450/63
BOT CHORD 2-19=-616/1610, 19-20=-616/1610,
11-20=-616/1610, 10-11=-437/1543,
10-21=-437/1543, 9-21=-437/1543,
9-22=-437/1543, 22-23=-437/1543,8-23=-437/1543
WEBS 4-11=-579/82, 5-11=-201/339, 6-11=-203/425,
6-9=-185/355, 6-8=-1972/503
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 10-0-0, Exterior(2R) 10-0-0 to
14-2-15, Interior (1) 14-2-15 to 24-7-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 331 lb uplift at joint
8 and 302 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D2 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:01 Page: 1
ID:z6KpYWdqa0cNx5IQE4Ot0qzKsha-FWYfJDq0t1nxD21NTTooDT3UAC3jY7zUdT?u9Cykh8b
712
=5x6
=5x6
=5x6
=2x4
=3x4
=4x6
=3x4
=2x4
=4x8
=4x4
=2x4
1 2
17 18 11 1920 10 21 22 9 23 8
12
3
4 13
6 15 16 7145
T1
T2
W5
B2B1
W1
W2 W3 W4 W3
HW1
1-6-0
-1-6-0
6-3-1
18-3-1
5-6-7
12-0-06-5-9
6-5-9
6-6-9
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
6-4-1
24-7-28-4-12
18-3-1
9-7-13
9-10-5
8 -2 -9
0-9-14
7 -8 -2
0-1-12
7 -8 -2
7 -8 -2
0 -1 -12
7 -9 -14
Scale = 1:90.4
Plate Offsets (X, Y):[2:0-4-1,0-0-3], [5:0-3-0,0-1-0], [7:0-1-12,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.19 2-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.33 2-11 >889 240
TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.04 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.21 2-11 >999 240
BCDL 7.0 Weight: 145 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-9-3
BRACING
TOP CHORD Structural wood sheathing directly applied or4-2-15 oc purlins, except end verticals, and2-0-0 oc purlins (4-6-8 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 8-0-15 oc
bracing.
WEBS 1 Row at midpt 7-8, 5-9, 6-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-2-0),8=1204/0-5-8, (min. 0-1-12)
Max Horiz 2=207 (LC 13)
Max Uplift 2=-300 (LC 14), 8=-339 (LC 11)
Max Grav 2=1875 (LC 30), 8=1669 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-12=-2331/529, 3-12=-2161/533,3-4=-1864/556, 4-13=-1693/555,5-13=-1481/573, 5-14=-1093/381,
6-14=-1098/380, 6-15=-1093/380,
15-16=-1093/380, 7-16=-1093/380,
7-8=-1627/395
BOT CHORD 2-17=-628/1731, 17-18=-628/1731,11-18=-628/1731, 11-19=-485/1111,19-20=-485/1111, 10-20=-485/1111,10-21=-485/1111, 21-22=-485/1111,
9-22=-485/1111
WEBS 4-11=-724/107, 5-11=-334/773, 5-9=-584/179,
6-9=-1115/163, 7-9=-481/1635
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 12-0-0, Exterior(2R) 12-0-0 to
16-2-15, Interior (1) 16-2-15 to 24-7-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 339 lb uplift at joint
8 and 300 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D3 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:01 Page: 1
ID:RIuBmreSLKkEZFtconv6Y2zKshZ-ji51XZqeeKvorCcZ0BJ1mgbhUbOAHclds7kRheykh8a
712
=4x8
=5x6 =5x6
=2x4
=3x4
=3x4
=3x4
=5x8
=4x4
=2x4
=3x8
=4x4
=2x4
1 142
21 2213 12 23 2411 2526 10
15
3
16 4
17
5 6 8 1920 9187
T2
T1
T3
W6
B1 B2
W1
W3 W6 W5W2W4W5
HW1
0-7-3
14-0-0
1-6-0
-1-6-0
5-3-1
19-3-1
6-5-9
6-5-9
6-11-4
13-4-13
5-6-9
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
3-7-4
13-10-4
5-4-1
24-7-2
5-4-13
19-3-1
10-0-8
10-3-0
9 -4 -9
0-9-14
8 -10
-2
0-1-12
8 -10
-2
8 -10
-2
0 -1 -12
8 -11
-14
Scale = 1:100.6
Plate Offsets (X, Y):[2:0-5-13,Edge], [7:0-2-0,0-1-12], [9:0-2-0,0-1-0], [10:0-2-0,0-2-8], [12:0-3-12,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.24 2-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.41 2-13 >723 240
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.04 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.26 2-13 >999 240
BCDL 7.0 Weight: 173 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 3-9-3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-3-12 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 7-11-13 oc
bracing.
WEBS 1 Row at midpt 9-10, 6-12, 8-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-2-0),
10=1204/0-5-8, (min. 0-1-10)
Max Horiz 2=239 (LC 13)
Max Uplift 2=-298 (LC 14), 10=-335 (LC 11)
Max Grav 2=1901 (LC 30), 10=1550 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-2483/511, 3-15=-2391/515,
3-16=-2097/526, 4-16=-2073/540,
4-17=-1860/541, 5-17=-1607/541,5-6=-1403/556, 6-7=-1384/450,7-18=-992/398, 8-18=-993/397, 9-10=-327/44
BOT CHORD 2-21=-627/1915, 21-22=-627/1915,
13-22=-627/1915, 12-13=-471/1137,
12-23=-312/761, 23-24=-312/761,
11-24=-312/761, 11-25=-312/761,
25-26=-312/761, 10-26=-312/761
WEBS 4-13=-781/120, 6-12=-1488/348,8-11=-182/316, 8-10=-1404/470,
6-13=-301/745, 7-12=-213/886,
8-12=-237/747
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 14-0-0, Exterior(2R) 14-0-0 to
18-2-15, Interior (1) 18-2-15 to 24-7-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 335 lb uplift at joint
10 and 298 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D4 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:02 Page: 1
ID:Oh?xBXgjtx_yoY0?vCxaeTzKshX-ji51XZqeeKvorCcZ0BJ1mgbj7bO0HeUds7kRheykh8a
712
=4x8
=5x6
=5x6
=2x4
=3x4
=3x4 =3x4
=3x4 =3x8
=4x4 =3x4
=4x4
=3x4
1 2
18 13 19 1220 11 21 22 23 24 10
14
3
4 15
165 6
8 17 97
T2
T1
T3
W6
B2B1
W4 W5 W5
W1
W2 W3
HW1
1-6-0
-1-6-0
2-8-15
16-0-0
4-3-1
20-3-1
6-5-9
6-5-9
6-9-8
13-3-1
4-6-9
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
5-11-15
15-10-4
8-8-14
24-7-2
9-7-13
9-10-5
10
-6 -9
0-9-14
10
-0 -2
0-1-12
10
-0 -2
10
-0 -2
0 -1 -12
10
-1 -14
Scale = 1:101.3
Plate Offsets (X, Y):[2:0-5-13,Edge], [7:0-2-0,0-1-12], [10:0-1-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.30 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.42 10-11 >703 240
TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.05 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.25 10-11 >999 240
BCDL 7.0 Weight: 168 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-9-3
BRACING
TOP CHORD Structural wood sheathing directly applied or3-0-3 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 7-11-9 oc
bracing.
WEBS 1 Row at midpt 9-10, 8-10, 6-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-2-0),10=1204/0-5-8, (min. 0-1-8)
Max Horiz 2=271 (LC 13)
Max Uplift 2=-296 (LC 14), 10=-330 (LC 11)
Max Grav 2=1877 (LC 30), 10=1415 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-2605/504, 3-14=-2544/508,3-4=-2225/532, 4-15=-2051/525,15-16=-1797/537, 5-16=-1648/545,
5-6=-1587/552, 6-7=-1208/425,
7-8=-883/371, 9-10=-265/47
BOT CHORD 2-18=-630/2038, 13-18=-630/2038,
13-19=-481/1265, 12-19=-481/1265,
12-20=-481/1265, 11-20=-481/1265,
11-21=-249/502, 21-22=-249/502,22-23=-249/502, 23-24=-249/502,10-24=-249/502
WEBS 7-11=-164/445, 8-11=-360/963,
8-10=-1196/433, 4-13=-763/121,
6-13=-273/754, 6-11=-1253/273
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 16-0-0, Exterior(2R) 16-0-0 to
20-3-1, Interior (1) 20-3-1 to 24-7-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 330 lb uplift at joint
10 and 296 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D5 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:02 Page: 1
ID:K47ibDhzPZEg2sAO1dz2juzKshV-BufQkvrGPe1fTMBmauqGIu8tP?kF045m5nU?D5ykh8Z
712
=4x8
=5x6
=5x6
=2x4
=3x4
=3x4
=3x4
=3x4 =4x8
=5x6 =4x4
=3x4
1 2
19 12 20 11 21 10 22 2324 9
13
314
4
15
5 616
818177
T2
T1
T3
W6
B2B1
W1
W2 W3
W4 W5
HW1
1-6-0
-1-6-0
4-8-15
18-0-0
6-5-8
6-5-8
6-9-9
13-3-1
6-9-10
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
6-8-14
24-7-2
7-11-15
17-10-4
9-7-13
9-10-5
11
-8 -9
0-9-14
11
-2 -2
0-1-12
11
-2 -2
11
-2 -2
0 -1 -12
11
-3 -14
Scale = 1:103.8
Plate Offsets (X, Y):[2:0-5-13,Edge], [8:0-1-8,0-2-0], [9:0-2-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.20 2-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.34 2-12 >859 240
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.04 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.22 2-12 >999 240
BCDL 7.0 Weight: 161 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T3:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-9-2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-6-7 oc purlins, except end verticals, and
2-0-0 oc purlins (4-6-8 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 8-0-15 ocbracing.
WEBS 1 Row at midpt 8-9, 6-10, 7-10, 8-10
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-1-15),
9=1204/0-5-8, (min. 0-1-8)
Max Horiz 2=303 (LC 13)
Max Uplift 2=-294 (LC 14), 9=-325 (LC 11)
Max Grav 2=1820 (LC 30), 9=1360 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-2596/502, 3-13=-2471/506,
3-14=-2472/516, 4-14=-2295/530,
4-15=-2133/533, 5-15=-1887/534,
5-6=-1669/549, 6-16=-1072/345,
7-16=-1035/363, 7-17=-737/323,
17-18=-737/322, 8-18=-738/322,
8-9=-1286/450
BOT CHORD 2-19=-629/2069, 12-19=-629/2069,
12-20=-472/1359, 11-20=-472/1359,
11-21=-472/1359, 10-21=-472/1359
WEBS 4-12=-688/119, 6-12=-297/765,
6-10=-1275/272, 7-10=-348/119,
8-10=-497/1381
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 18-0-0, Exterior(2R) 18-0-0 to
22-2-15, Interior (1) 22-2-15 to 24-7-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 325 lb uplift at joint
9 and 294 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D6 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:03 Page: 1
ID:oGh4pZibAsMXf0labKUHF5zKshU-f5DoyFsuAy9W4Vmy8cLVr5h08P4ZlZEwKRDYlXykh8Y
712
=5x6
=5x6
=5x6 =2x4
=3x4
=4x4
=3x4
=4x6 =4x8
=4x6 =4x4
=3x6
1 2
19 12 20 11 2122 10 23 24
9
13
3
144
155 6
16
818177
T2
T1
T3
W6
B1 B2
W4 W5
W1
W2 W3
HW1
1-6-0
-1-6-0
6-5-9
6-5-9
6-9-8
13-3-1
6-8-15
20-0-0
4-9-10
24-9-10
0-2-8
0-2-8
0-2-8
24-9-10
4-8-14
24-7-2
9-7-13
9-10-5
9-11-15
19-10-4
12
-10
-9
0-9-14
12
-4 -2
0-1-12
12
-4 -2
12
-4 -2
0 -1 -12
12
-5 -14
Scale = 1:108.8
Plate Offsets (X, Y):[2:0-4-1,0-0-3], [5:0-2-0,Edge], [7:0-3-0,0-1-12], [10:0-2-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.32 10-12 >910 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.44 10-12 >672 240
TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.05 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.20 10-12 >999 240
BCDL 7.0 Weight: 166 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-9-3
BRACING
TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(6-0-0 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 8-10-10 oc
bracing.
WEBS 1 Row at midpt 8-9, 7-10, 8-10, 6-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1345/0-5-8, (min. 0-1-14),9=1204/0-5-8, (min. 0-1-9)
Max Horiz 2=286 (LC 14)
Max Uplift 2=-239 (LC 14), 9=-329 (LC 14)
Max Grav 2=1767 (LC 30), 9=1478 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-2558/391, 3-13=-2403/395,3-14=-2406/409, 4-14=-2294/419,4-15=-2153/422, 5-15=-1724/434,
5-6=-1689/439, 6-16=-936/158,
7-16=-646/176, 7-17=-561/186,
17-18=-563/186, 8-18=-563/186,
8-9=-1460/490
BOT CHORD 2-19=-526/2022, 12-19=-526/2022,
12-20=-370/1429, 11-20=-370/1429,
11-21=-370/1429, 21-22=-370/1429,
10-22=-370/1429
WEBS 7-10=-301/69, 8-10=-500/1517,
4-12=-558/120, 6-12=-312/736,
6-10=-1390/295
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 20-0-0, Exterior(2R) 20-0-0 to
24-2-15, Interior (1) 24-2-15 to 24-7-14 zone; cantilever
left and right exposed ; end vertical left exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 7.0psf.8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 329 lb uplift at joint
9 and 239 lb uplift at joint 2.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 D7 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:03 Page: 1
ID:A6M?oAeTgXE3zsQVPGAmuyykuY7-f5DoyFsuAy9W4Vmy8cLVr5h?uP3DlX1wKRDYlXykh8Y
712
=4x8
=4x4 =4x4
=3x4
=3x6
=3x4
=3x6 =3x4
=3x4
=5x6
=3x4
=3x4
=3x4 =3x6
=3x4
=3x6
=3x4
=4x4
=4x4
=3x8
131
51 52 53
2
24 49 2350 22 215420 19 5518 17 16 15 14
12
113
104
9586
47 48
7
T2
T1
T2
T1
B1 B1B2
W4
W3 W2
W1
W4
W3W2
W1HW1 HW1
ST5
ST3
ST4
ST2
ST1
ST3
ST4
ST2
ST1
ST6
ST7
ST8
ST9
ST10
ST11ST12ST13
ST14
1-6-0
42-5-0
1-6-0
-1-6-0
6-8-11
33-10-13
6-8-11
13-8-13
6-8-11
20-5-8
6-8-11
27-2-3
7-0-3
7-0-3
7-0-3
40-11-0
2-8-2
27-2-0
5-4-11
32-6-11
8-0-13
16-5-2
8-0-13
24-5-14
8-4-5
40-11-0
8-4-5
8-4-5
13
-1 -12
0-9-14
12
-9 -1
Scale = 1:118.5
Plate Offsets (X, Y):[2:0-5-13,Edge], [7:0-1-8,0-1-8], [12:0-5-13,Edge], [17:0-1-8,0-0-13], [21:0-1-8,0-1-8], [22:0-1-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.19 21-22 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.27 21-22 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.06 17 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.15 2-24 >999 240
BCDL 7.0 Weight: 362 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 4-1-0, Right 2x6DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 7-21, 8-21, 8-17, 7-22,
6-22
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 14-0-8. except 2=0-3-8
(lb) -Max Horiz 2=-202 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
12, 14, 15, 18, 19 except 2=-382
(LC 14), 17=-371 (LC 14)
Max Grav All reactions 250 (lb) or less at joint
(s) 14, 15, 16, 18, 19 except
2=1770 (LC 19), 12=482 (LC 20),
17=1928 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 2-3=-2532/958, 3-4=-2383/988,
4-5=-2319/1020, 5-6=-2115/1036,
6-47=-1768/771, 7-47=-1557/797,
7-48=-1064/597, 8-48=-1270/580,
8-9=-80/264, 11-12=-377/156
BOT CHORD 2-24=-760/1998, 24-49=-529/1612,
23-49=-529/1612, 23-50=-529/1612,
22-50=-529/1612, 22-51=-243/965,
51-52=-243/965, 52-53=-243/965,
21-53=-243/965, 21-54=-202/871,
20-54=-202/871, 19-20=-202/871,
19-55=-202/871, 18-55=-202/871,
17-18=-202/871
WEBS 7-21=-448/81, 8-21=-182/599,
8-17=-1716/667, 10-17=-519/143,
7-22=-599/1241, 6-22=-1022/336,
6-24=-385/625, 4-24=-382/111
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
2-6-3, Interior (1) 2-6-3 to 20-5-8, Exterior(2R) 20-5-8 to
24-6-10, Interior (1) 24-6-10 to 42-5-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 12, 19, 18, 15, 14 except (jt=lb) 2=381, 17=371.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:04 Page: 1
ID:kfpqEFkriTdFvKvzilXlLWzKshS-7HnA9btXxFHNifL8iJtkNJDB8pRdUyX3Y5z5Izykh8X
412
712
=5x8
=MT20HS 5x10
=4x6
=5x6
=3x4
=3x6
=4x6
=3x4
=4x4
=5x6
=3x4 =4x6
=3x4
=3x6
=3x4
=2x4
=4x4
=4x4
=6x8
1312
26 20 19 27 18 28 17 29 30 31 16 32 15 33 14 34
122132511
4 10
95
6 822
23 24
7
T1
T3
T2
T3
T4
B1 B2B2
W1
W2 W3
W4 W5
W6 W6
W5 W7
W8
HW2
1-6-0
-1-6-0
1-6-0
44-7-0
3-6-11
3-6-11
5-7-8
9-2-3
6-8-10
15-10-13
6-8-11
36-0-13
6-8-11
29-4-3
6-8-11
22-7-8
7-0-3
43-1-0
3-4-15
3-4-15
7-2-3
18-7-2
8-0-0
11-4-15
8-0-12
26-7-14
8-0-13
34-8-11
8-4-5
43-1-0
13
-1 -12
0-5-6 0-9-141-7 -9
1 -7 -9
11
-1 -8
12
-9 -1
Scale = 1:98.7
Plate Offsets (X, Y):[3:0-5-12,0-3-0], [4:0-3-0,0-1-8], [6:0-1-12,0-1-8], [12:0-5-13,Edge], [20:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.43 19-20 >999 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.63 19-20 >816 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.17 12 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.40 19-20 >999 240
BCDL 7.0 Weight: 247 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T1:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x6 DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied or2-6-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-11-5 oc
bracing.
WEBS 1 Row at midpt 4-20, 6-19, 6-17, 7-17,7-16, 8-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2246/0-3-8, (min. 0-2-7),12=2236/0-3-8, (min. 0-2-7)
Max Horiz 2=200 (LC 13)
Max Uplift 2=-503 (LC 14), 12=-499 (LC 14)
Max Grav 2=2258 (LC 2), 12=2262 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-21=-5382/3154, 3-21=-5327/3157,3-4=-5951/3549, 4-5=-3670/2156,5-6=-3465/2182, 6-22=-2786/1686,
22-23=-2673/1696, 7-23=-2650/1712,
7-24=-2568/1667, 8-24=-2695/1641,
8-9=-3038/1949, 9-10=-3219/1932,
10-11=-3316/1902, 11-25=-3316/1889,
12-25=-3447/1875
BOT CHORD 2-26=-2904/4966, 20-26=-2904/4966,
19-20=-1853/3399, 19-27=-1338/2586,18-27=-1338/2586, 18-28=-1338/2586,17-28=-1338/2586, 17-29=-887/1893,29-30=-887/1893, 30-31=-887/1893,16-31=-887/1893, 16-32=-1249/2433,15-32=-1249/2433, 15-33=-1249/2433,14-33=-1249/2433, 14-34=-1509/2779,
12-34=-1509/2779
WEBS 3-20=-1300/688, 4-20=-1441/2186,
4-19=-959/386, 6-19=-735/1157,
6-17=-1257/582, 7-17=-899/1437,
7-16=-766/1217, 8-16=-1012/418,
8-14=-451/539, 10-14=-314/96
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-9 to
2-2-7, Interior (1) 2-2-7 to 22-7-8, Exterior(2R) 22-7-8 to
26-4-8, Interior (1) 26-4-8 to 44-7-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 503 lb uplift at joint2 and 499 lb uplift at joint 12.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E2 13Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:05 Page: 1
ID:CrNCRbkUTnl6XTU9GT2_tkzKshR-bTLYNxu9iZPEKpwLF1OzwWmNBDkFDNADnlifqQykh8W
412
712
=5x8
=MT20HS 5x10
=4x6
=6x8
=3x4
=3x6
=4x6
=3x4
=4x4
=5x6
=3x4 =4x6
=3x4
=3x6
=3x4
=2x4
=4x4
=4x4
=6x8
121
19 18 23 17 24 16 25 26 27 15 28 14 29 13 30
11
2 2210
3 9
4 8
5 7
20 21
6
T1
T3
T2
T3
T4
B2B2B1
W1
W3
W4
W6 W6
W5
W8W2
W7W5
HW2
1-6-0
44-7-0
3-6-11
3-6-11
5-7-8
9-2-3
6-8-10
15-10-13
6-8-11
36-0-13
6-8-11
29-4-3
6-8-11
22-7-8
7-0-3
43-1-0
3-4-15
3-4-15
7-2-3
18-7-2
8-0-0
11-4-15
8-0-12
26-7-14
8-0-13
34-8-11
8-4-5
43-1-0
13
-1 -12
0-5-6 0-9-141-7 -9
1 -7 -9
11
-1 -8
12
-9 -1
Scale = 1:98.7
Plate Offsets (X, Y):[1:Edge,0-1-9], [2:0-6-0,0-3-0], [3:0-3-5,0-2-5], [5:0-1-12,0-1-8], [11:0-5-13,Edge], [19:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.43 18-19 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.77 Vert(CT)-0.64 18-19 >811 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.17 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.40 18-19 >999 240
BCDL 7.0 Weight: 245 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T1:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x6 DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied or2-6-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-10-15 oc
bracing.
WEBS 1 Row at midpt 5-18, 6-16, 6-15, 7-15,3-19, 5-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2102/0-3-8, (min. 0-2-5),11=2239/0-3-8, (min. 0-2-7)
Max Horiz 1=196 (LC 13)
Max Uplift 1=-458 (LC 14), 11=-500 (LC 14)
Max Grav 1=2143 (LC 2), 11=2265 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-5445/3218, 2-3=-6041/3623,3-4=-3684/2173, 4-5=-3479/2199,5-20=-2792/1704, 6-20=-2656/1722,
6-21=-2572/1674, 7-21=-2699/1648,
7-8=-3042/1957, 8-9=-3223/1939,
9-10=-3320/1909, 10-22=-3320/1896,
11-22=-3451/1893
BOT CHORD 1-19=-2949/5039, 18-19=-1862/3415,
18-23=-1345/2593, 17-23=-1345/2593,
17-24=-1345/2593, 16-24=-1345/2593,
16-25=-892/1896, 25-26=-892/1896,
26-27=-892/1896, 15-27=-892/1896,
15-28=-1256/2436, 14-28=-1256/2436,
14-29=-1256/2436, 13-29=-1256/2436,
13-30=-1515/2782, 11-30=-1515/2782
WEBS 2-19=-1348/713, 3-18=-922/396,
5-18=-745/1128, 6-16=-904/1442,
6-15=-769/1211, 7-15=-1003/421,
9-13=-313/95, 3-19=-1493/2264,
7-13=-453/538, 5-16=-1264/586
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-6-11, Interior (1) 3-6-11 to 22-7-8, Exterior(2R) 22-7-8
to 26-11-3, Interior (1) 26-11-3 to 44-7-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 458 lb uplift at joint1 and 500 lb uplift at joint 11.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E3 12Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:06 Page: 1
ID:CrNCRbkUTnl6XTU9GT2_tkzKshR-3gvwaHunTtX5xzVXpkvCTkJYwc3MyquM0PSCMsykh8V
712
=5x8
=4x4
=4x4
=2x4
=3x4
=3x6
=3x4
=4x6 =3x4
=5x6
=3x4 =4x6
=3x4
=3x6
=3x4
=2x4
=4x4
=4x4
=5x8
121
18 22 17 23 16 24 25 26 15 27 14 28 13
11
102
93
4 8
7521
2019
6
T2
T1
T2
T3
B1 B1B2
W4
W3 W2
W1
W4
W3W2
W1
HW1 HW1
1-6-0
42-5-0
6-8-11
13-8-13
6-8-11
33-10-13
7-0-3
7-0-3
6-8-11
20-5-8
6-8-11
27-2-3
7-0-3
40-11-0
8-0-13
32-6-11
8-0-13
24-5-14
8-0-13
16-5-2
8-4-5
40-11-0
8-4-5
8-4-5
13
-1 -12
0-9-14
12
-9 -1
Scale = 1:98.7
Plate Offsets (X, Y):[1:0-5-13,Edge], [11:0-5-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.28 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.38 13-15 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.14 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.19 15-16 >999 240
BCDL 7.0 Weight: 237 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T3:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 4-1-0, Right 2x6DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-3-0 oc
bracing.
WEBS 1 Row at midpt 6-15, 7-15, 6-16, 5-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2002/0-3-8, (min. 0-2-3),
11=2140/0-3-8, (min. 0-2-5)
Max Horiz 1=-200 (LC 12)
Max Uplift 1=-437 (LC 14), 11=-479 (LC 14)
Max Grav 1=2057 (LC 2), 11=2166 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-3285/1348, 2-3=-3155/1365,
3-4=-3086/1392, 4-5=-2882/1409,
5-19=-2527/1163, 6-19=-2386/1189,6-20=-2385/1188, 20-21=-2496/1162,7-21=-2514/1160, 7-8=-2867/1401,8-9=-3071/1384, 9-10=-3143/1358,10-11=-3267/1342
BOT CHORD 1-18=-1072/2649, 18-22=-863/2279,17-22=-863/2279, 17-23=-863/2279,16-23=-863/2279, 16-24=-585/1734,24-25=-585/1734, 25-26=-585/1734,
15-26=-585/1734, 15-27=-861/2278,
14-27=-861/2278, 14-28=-861/2278,
13-28=-861/2278, 11-13=-1068/2634
WEBS 6-15=-582/1185, 7-15=-975/326,
7-13=-353/552, 9-13=-324/98,
6-16=-582/1212, 5-16=-1013/327,
5-18=-359/571, 3-18=-340/103
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-9-0, Interior (1) 3-9-0 to 20-5-8, Exterior(2R) 20-5-8 to
24-2-8, Interior (1) 24-2-8 to 42-5-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 437 lb uplift at joint1 and 479 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E4 13Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:07 Page: 1
ID:CrNCRbkUTnl6XTU9GT2_tkzKshR-YsTJodvPEAgyZ73jNRQR?xrhe0RFhMWVE3BluIykh8U
712
=MT20HS 5x10
=5x6
=5x6
=2x4
=3x4
=3x6
=3x4
=4x6 =3x4
=5x6
=3x4 =4x6
=3x4
=3x6
=3x4
=2x4
=4x4
=4x4
=5x8
12
1
18 22 17 23 16 24 25 262715 28 14 29 13
11
102
93
4 8
7521
19 20
6
T2
T1
T2
T3
B3B2B1
W4
W3 W2
W1
W4
W3W2
W1
HW1 HW2
1-6-0
42-2-8
6-9-11
6-9-11
6-8-11
13-6-5
6-8-11
33-8-5
6-8-11
20-3-0
6-8-11
26-11-11
7-0-3
40-8-8
8-0-13
32-4-3
8-0-13
24-3-6
8-0-13
16-2-10
8-1-13
8-1-13
8-4-5
40-8-8
13
-1 -12
0-11-5 0-9-14
12
-9 -1
Scale = 1:98.7
Plate Offsets (X, Y):[1:0-7-4,Edge], [11:0-5-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.28 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.38 13-15 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.13 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.19 15-16 >999 240
BCDL 7.0 Weight: 238 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T3:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 3-10-13, Right 2x6 DF1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-3-8 oc
bracing.
WEBS 1 Row at midpt 6-15, 7-15, 6-16, 5-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1992/0-5-8, (min. 0-2-3),
11=2129/0-3-8, (min. 0-2-5)
Max Horiz 1=-200 (LC 12)
Max Uplift 1=-434 (LC 14), 11=-477 (LC 14)
Max Grav 1=2048 (LC 2), 11=2155 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-3207/1314, 2-3=-3079/1331,
3-4=-2974/1351, 4-5=-2792/1369,
5-19=-2500/1150, 6-19=-2357/1176,6-20=-2365/1179, 20-21=-2475/1154,7-21=-2494/1151, 7-8=-2848/1393,8-9=-3052/1376, 9-10=-3124/1350,10-11=-3248/1334
BOT CHORD 1-18=-1033/2559, 18-22=-849/2247,17-22=-849/2247, 17-23=-849/2247,16-23=-849/2247, 16-24=-578/1716,24-25=-578/1716, 25-26=-578/1716,
26-27=-578/1716, 15-27=-578/1716,
15-28=-853/2261, 14-28=-853/2261,
14-29=-853/2261, 13-29=-853/2261,
11-13=-1060/2619
WEBS 6-15=-581/1183, 7-15=-973/327,
7-13=-354/554, 9-13=-326/98,
6-16=-572/1189, 5-16=-989/315,
5-18=-326/494, 3-18=-282/91
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) 0-2-8 to3-11-5, Interior (1) 3-11-5 to 20-5-8, Exterior(2R) 20-5-8to 24-2-5, Interior (1) 24-2-5 to 42-5-14 zone; cantileverleft and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 477 lb uplift at joint
11 and 434 lb uplift at joint 1.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E5 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:07 Page: 1
ID:0e5Lsanw3WoJYKxz8N7SA4zKsig-YsTJodvPEAgyZ73jNRQR?xrhr0RHhMgVE3BluIykh8U
712
=3x8
=4x4
=4x4
=2x4
=3x4
=3x4
=3x4
=3x4 =3x4
=4x6
=5x6
=4x4
1 2
12 14 11 15 10 16 1718
9
3
4
5
6
13
87
T2
T1
T3
W6
B2B1
W4
W3W2
W1
W5
HW1
1-6-0
-1-6-0
6-8-1113-8-13 6-8-1120-5-87-0-37-0-3
1-3-4
21-8-12
5-3-1021-8-128-0-1316-5-28-4-58-4-5
13
-1 -12
0-9-14
12
-0 -3
12
-9 -1
Scale = 1:102.7
Plate Offsets (X, Y):[2:0-5-13,Edge], [7:0-3-0,0-1-12], [9:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.14 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.20 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.02 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 2-12 >999 240
BCDL 7.0 Weight: 156 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied or5-5-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-8-11 oc
bracing.
WEBS 1 Row at midpt 7-10, 6-10, 8-9, 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1195/0-3-8, (min. 0-1-8),
9=1053/0-5-8, (min. 0-1-8)
Max Horiz 2=337 (LC 13)
Max Uplift 2=-257 (LC 14), 9=-245 (LC 14)
Max Grav 2=1202 (LC 19), 9=1118 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1524/577, 3-4=-1276/604,
4-5=-1329/643, 5-6=-1125/658,
6-13=-641/377, 7-13=-508/390, 7-8=-216/253
BOT CHORD 2-12=-700/1156, 12-14=-422/678,
11-14=-422/678, 11-15=-422/678,
10-15=-422/678
WEBS 7-10=-591/1083, 6-10=-875/359,
6-12=-452/721, 4-12=-444/130,
7-9=-1141/677
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 20-5-8, Exterior(2E) 20-5-8 to
21-7-0 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 245 lb uplift at joint9 and 257 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 E6 15Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:08 Page: 1
ID:NcuEvHr3u2Qbe6qxwwjdt7zKsib-021h?yw1?UopBHevx9xgY9OyHQq3Qn3fTjxJRlykh8T
712
=3x8
=3x4
=3x4
=4x4
=3x4
=3x8
19135
34 33 32 31 30 2928 27 26 25 24 23 22 21
20
182
173
164
155
146137
128
119
10
W1
T2
T1
T2
T1
W1B1B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
1-6-0
28-8-0
1-6-0
-1-6-0
13-7-0
27-2-0
13-7-0
13-7-0
27-2-0
9 -1 -10
0-9-14
8 -8 -15
Scale = 1:74.4
Plate Offsets (X, Y):[20:0-1-13,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.00 20 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R
BCDL 7.0 Weight: 163 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 10-27
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 27-2-0.
(lb) -Max Horiz 35=-153 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
20, 22, 23, 24, 25, 26, 29, 30, 31,
32, 33, 35 except 21=-118 (LC 18),
34=-118 (LC 18)
Max Grav All reactions 250 (lb) or less at joint(s) 21, 22, 23, 27, 32, 33, 34 except20=377 (LC 18), 24=253 (LC 20),25=308 (LC 20), 26=326 (LC 20),29=326 (LC 19), 30=308 (LC 19),31=253 (LC 19), 35=377 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-35=-346/70, 18-20=-346/70
WEBS 9-29=-297/50, 8-30=-280/59, 11-26=-297/50,
12-25=-280/59
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=27ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-6-14 to
1-7-0, Exterior(2N) 1-7-0 to 13-7-0, Corner(3R) 13-7-0 to
16-7-0, Exterior(2N) 16-7-0 to 28-8-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for thisdesign.
5)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 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 20.0psf
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)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 35, 20, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22 except
(jt=lb) 34=118, 21=118.
13)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 G1G 11Common Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:08 Page: 1
ID:9EUzsGmk?O?pmneXNu4Sy9zKshP-021h?yw1?UopBHevx9xgY9O?CQwGQvcfTjxJRlykh8T
712
=4x8
=4x4
=4x4
=5x6
=3x4 =3x4
=4x6
=3x4
=5x6
=4x4
=4x4
=4x8
91
2
12 171811 19 2021 10
8
73
641613
1514
5
T2
T1
T2
T1
B1 B2
W2
W1
W2
W1
HW1 HW1
1-6-0
28-8-0
1-6-0
-1-6-0
6-7-12
20-2-12
6-7-12
13-7-0
6-11-4
27-2-0
6-11-4
6-11-4
8-10-5
18-0-3
9-1-13
27-2-0
9-1-13
9-1-13
9 -1 -10
0-9-14
8 -8 -15
Scale = 1:81.7
Plate Offsets (X, Y):[2:0-5-13,Edge], [4:0-3-0,0-3-4], [5:0-3-0,0-1-12], [6:0-3-0,0-3-4], [8:0-5-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.21 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.27 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.05 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.19 8-10 >999 240
BCDL 7.0 Weight: 140 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T1:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 4-0-8, Right 2x6DF 1800F 1.6E -- 4-0-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-1-5 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=1463/0-3-8, (min. 0-1-10),
8=1463/0-3-8, (min. 0-1-10)
Max Horiz 2=-138 (LC 12)
Max Uplift 2=-331 (LC 14), 8=-331 (LC 14)
Max Grav 2=1504 (LC 19), 8=1504 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2054/787, 3-4=-1813/817,
4-13=-1814/824, 13-14=-1794/839,
5-14=-1625/852, 5-15=-1625/852,15-16=-1794/839, 6-16=-1814/824,6-7=-1813/817, 7-8=-2054/787
BOT CHORD 2-12=-619/1628, 12-17=-372/1089,
17-18=-372/1089, 11-18=-372/1089,
11-19=-372/1089, 19-20=-372/1089,
20-21=-372/1089, 10-21=-372/1089,
8-10=-619/1628
WEBS 5-10=-424/787, 6-10=-583/121,5-12=-424/787, 4-12=-583/121
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 13-7-0, Exterior(2R) 13-7-0 to
16-7-0, Interior (1) 16-7-0 to 28-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 331 lb uplift at joint2 and 331 lb uplift at joint 8.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 G2 13Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:09 Page: 1
ID:9EUzsGmk?O?pmneXNu4Sy9zKshP-021h?yw1?UopBHevx9xgY9OuTQoTQpFfTjxJRlykh8T
712
=4x8
=4x4
=5x8
=4x4
=4x4
=4x8
1 9
45 46 10 47 48
2 8373944
40 4346
4241
5
T1 T2
B1 B2
W1
W2
W3
HW2HW1
ST5
ST6
ST3
ST4ST2ST1
ST7
ST8
ST9
ST10 ST2 ST1
1-6-0
-1-6-0
1-6-0
20-11-8
4-8-6
14-5-10
4-8-14
9-9-4
4-11-14
19-5-8
5-0-6
5-0-6
0-1-0
0-1-0
9-8-4
19-5-8
9-8-4
9-9-4
6 -10
-15
0-9-4 0-9-14
6 -5 -11
Scale = 1:85.8
Plate Offsets (X, Y):[2:0-4-12,0-0-4], [8:0-4-9,0-0-4], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.10 10-37 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.17 10-37 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.04 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.14 10-37 >999 240
BCDL 7.0 Weight: 123 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 1-6-0, Right 2x6DF 1800F 1.6E -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-8-9 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=1079/0-3-8, (min. 0-1-8),
8=1086/0-3-8, (min. 0-1-8)
Max Horiz 2=-103 (LC 12)
Max Uplift 2=-246 (LC 14), 8=-249 (LC 14)
Max Grav 2=1183 (LC 19), 8=1189 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-692/576, 3-39=-1495/520,
39-40=-1476/521, 4-40=-1327/535,
4-41=-1063/484, 5-41=-885/502,5-42=-885/501, 6-42=-1056/483,6-43=-1308/530, 43-44=-1458/517,7-44=-1476/516, 7-8=-543/501
BOT CHORD 2-45=-405/1215, 45-46=-405/1215,
10-46=-405/1215, 10-47=-407/1192,
47-48=-407/1192, 8-48=-407/1192
WEBS 4-10=-546/136, 5-10=-426/483,
6-10=-525/128
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-0 to
1-6-0, Interior (1) 1-6-0 to 9-9-4, Exterior(2R) 9-9-4 to
12-9-4, Interior (1) 12-9-4 to 21-0-6 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for thisdesign.
5)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 249 lb uplift at joint
8 and 246 lb uplift at joint 2.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 H1G 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:09 Page: 1
ID:0e5Lsanw3WoJYKxz8N7SA4zKsig-UEa3CIxfmowgoQD6UsSv4Mw8FqAs9LyoiNgszBykh8S
712
=4x8
=4x4
=2x4
=5x8
=4x4
=2x4
=4x4
=4x8
1 9
25 26 10 27 28
2 8371924
232046
2221
5
T1 T2
B1 B2
W1
W2
W3
HW1 HW2
1-6-0
20-11-8
1-6-0
-1-6-0
4-8-6
14-5-10
4-8-14
9-9-4
4-11-14
19-5-8
5-0-6
5-0-6
0-1-0
0-1-0
9-8-4
9-9-4
9-8-4
19-5-8
6 -10
-15
0-9-4 0-9-14
6 -5 -11
Scale = 1:85.8
Plate Offsets (X, Y):[2:0-4-8,0-0-4], [8:0-4-9,0-0-4], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.10 10-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.17 10-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.04 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.14 10-17 >999 240
BCDL 7.0 Weight: 91 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 1-6-0, Right 2x6
DF 1800F 1.6E -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or4-8-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1086/0-3-8, (min. 0-1-8),
8=1086/0-3-8, (min. 0-1-8)
Max Horiz 2=-103 (LC 12)
Max Uplift 2=-248 (LC 14), 8=-248 (LC 14)
Max Grav 2=1189 (LC 19), 8=1189 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 2-3=-679/574, 3-19=-1493/520,
19-20=-1477/520, 4-20=-1325/535,
4-21=-1062/483, 5-21=-884/502,
5-22=-884/501, 6-22=-1055/483,
6-23=-1308/530, 23-24=-1458/517,
7-24=-1476/515, 7-8=-544/501
BOT CHORD 2-25=-405/1213, 25-26=-405/1213,
10-26=-405/1213, 10-27=-407/1192,
27-28=-407/1192, 8-28=-407/1192
WEBS 4-10=-544/136, 5-10=-426/482,
6-10=-525/128
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 9-9-4, Exterior(2R) 9-9-4 to
12-9-4, Interior (1) 12-9-4 to 21-0-6 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 248 lb uplift at joint8 and 248 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 H2 15Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:09 Page: 1
ID:Vrfj3woYqpwAAUW9h4ehjHzKsif-UEa3CIxfmowgoQD6UsSv4Mw8FqAs9LzoiNgszBykh8S
712
=4x8
=5x6
=2x4
=4x4
=5x8
=2x4
=5x6
=4x8
1
15 16 8 17 18
7
621491310
53
1211
4
T1 T1
B1 B1
W2
W1W1
HW1 HW1
4-9-6
4-9-6
4-8-14
14-3-2
4-8-14
9-6-4
4-9-6
19-0-8
9-6-4
19-0-8
9-6-4
9-6-4
1-0-3
6 -6 -13
Scale = 1:61.1
Plate Offsets (X, Y):[1:0-1-8,0-0-3], [7:0-6-2,0-0-3], [8:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.14 1-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.24 1-8 >953 240
TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.03 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.19 1-8 >999 240
BCDL 7.0 Weight: 95 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 2-9-7, Right 2x8 DF SS --
2-9-7
BRACING
TOP CHORD Structural wood sheathing directly applied or4-11-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=933/0-5-8, (min. 0-1-8),
7=933/0-5-8, (min. 0-1-8)
Max Horiz 1=-98 (LC 12)
Max Uplift 1=-204 (LC 14), 7=-204 (LC 14)
Max Grav 1=1037 (LC 18), 7=1037 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=-1484/474, 2-9=-1367/489,
9-10=-1331/492, 3-10=-1264/499,
3-11=-1036/478, 4-11=-866/491,
4-12=-866/491, 5-12=-1036/478,
5-13=-1262/499, 13-14=-1331/492,
6-14=-1367/488, 6-7=-1484/474
BOT CHORD 1-15=-370/1119, 15-16=-370/1119,
8-16=-370/1119, 8-17=-363/1119,
17-18=-363/1119, 7-18=-363/1119
WEBS 4-8=-400/450, 5-8=-458/87, 3-8=-458/87
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-0 to
3-2-0, Interior (1) 3-2-0 to 9-8-4, Exterior(2R) 9-8-4 to
12-8-4, Interior (1) 12-8-4 to 19-2-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 204 lb uplift at joint1 and 204 lb uplift at joint 7.
7)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 H3 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:10 Page: 1
ID:Vrfj3woYqpwAAUW9h4ehjHzKsif-yR8RQexIX52XQaoI2az8daTJmEVIupzyx1QQVdykh8R
712
=3x8
=4x4
=4x4
=2x4
=3x4
=3x4
=3x4
=3x4 =3x4
=3x4
=5x6
=2x4
1
16 17
2
12 14 1115 10 9
3
4
5
6 13
7 8
T2
T1
B2B1
W4
W3W2
W1
W5W6
HW1
1-6-0
-1-6-0
6-8-11
13-8-13
6-10-6
20-7-3
7-0-3
7-0-3
1-1-9
21-8-12
5-3-10
21-8-12
8-0-13
16-5-2
8-4-5
8-4-5
13
-10
-11
0-9-14
13
-5 -15
Scale = 1:104.5
Plate Offsets (X, Y):[2:0-5-13,Edge], [7:0-1-12,0-1-8], [9:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.15 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.21 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.02 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 2-12 >999 240
BCDL 7.0 Weight: 157 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 4-1-0
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-3-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-3-13 oc
bracing.
WEBS 1 Row at midpt 7-10, 6-10, 8-9
WEBS 2 Rows at 1/3 pts 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1195/0-3-8, (min. 0-1-8),
9=1053/0-5-8, (min. 0-1-8)
Max Horiz 2=310 (LC 14)
Max Uplift 2=-183 (LC 14), 9=-319 (LC 14)
Max Grav 2=1256 (LC 19), 9=1390 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1619/411, 3-4=-1348/437,
4-5=-1398/481, 5-6=-1193/496,
6-13=-763/178, 7-13=-569/203
BOT CHORD 2-12=-601/1221, 12-14=-325/763,
11-14=-325/763, 11-15=-325/763,
10-15=-325/763
WEBS 7-10=-555/1135, 6-10=-948/347,
6-12=-447/726, 4-12=-450/136,
7-9=-1615/523
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 21-7-0 zone; cantilever left and
right exposed ; end vertical left exposed; porch left and
right exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 319 lb uplift at joint
9 and 183 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 K1 13Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:10 Page: 1
ID:NcuEvHr3u2Qbe6qxwwjdt7zKsib-yR8RQexIX52XQaoI2az8daTHREWQufGyx1QQVdykh8R
712
=4x8
=4x4
=4x4
=4x4
=4x8
7127828
62
53
25 26
4
T1 T1
B1
W1
HW1 HW1
ST2
ST1
ST2
ST1
1-6-0
-1-6-0
1-6-0
13-8-0
6-1-0
6-1-0
6-1-0
12-2-0
6-1-0
6-1-0
6-1-0
12-2-0
4 -9 -2
0-9-14
4 -4 -7
Scale = 1:66.1
Plate Offsets (X, Y):[2:0-4-9,0-0-4], [6:0-4-9,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.09 8-23 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.10 8-23 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.04 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.03 8-23 >999 240
BCDL 7.0 Weight: 63 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 1-6-0, Right 2x6DF 1800F 1.6E -- 1-6-0
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=728/0-3-8, (min. 0-1-8),
6=728/0-3-8, (min. 0-1-8)
Max Horiz 2=-70 (LC 12)
Max Uplift 2=-170 (LC 14), 6=-170 (LC 14)
Max Grav 2=909 (LC 19), 6=909 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-223/254, 3-25=-753/358,
4-25=-576/371, 4-26=-576/371,
5-26=-753/358, 5-6=-187/254
BOT CHORD 2-27=-230/512, 8-27=-230/497,
8-28=-230/497, 6-28=-230/497
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 6-1-0, Exterior(2R) 6-1-0 to
9-1-0, Interior (1) 9-1-0 to 13-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plategrip 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psfon 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)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 170 lb uplift at joint
2 and 170 lb uplift at joint 6.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 L1G 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:11 Page: 1
ID:dQ2L3cnMmi7gOxCkxbbhVMzKshO-Qdipd_ywIPAO2kNUcHVNAn0TFdsOdJP59hAz13ykh8Q
712
=4x8
=4x4
=2x4
=4x4
=4x4
=4x8
7119820
62
53
17 18
4
T1 T1
B1
W1
HW1 HW1
1-6-0
-1-6-0
1-6-0
13-8-0
6-1-0
6-1-0
6-1-0
12-2-0
6-1-0
6-1-0
6-1-0
12-2-0
4 -9 -2
0-9-14
4 -4 -7
Scale = 1:66.1
Plate Offsets (X, Y):[2:0-2-4,0-0-4], [6:0-4-9,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.09 8-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.10 8-15 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.04 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.03 8-15 >999 240
BCDL 7.0 Weight: 52 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 1-6-0, Right 2x6
DF 1800F 1.6E -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=728/0-3-8, (min. 0-1-8),
6=728/0-3-8, (min. 0-1-8)
Max Horiz 2=-70 (LC 12)
Max Uplift 2=-170 (LC 14), 6=-170 (LC 14)
Max Grav 2=909 (LC 19), 6=909 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 2-3=-223/254, 3-17=-753/358,
4-17=-576/371, 4-18=-576/371,
5-18=-753/358, 5-6=-187/254
BOT CHORD 2-19=-230/512, 8-19=-230/497,
8-20=-230/497, 6-20=-230/497
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 6-1-0, Exterior(2R) 6-1-0 to
9-1-0, Interior (1) 9-1-0 to 13-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 170 lb uplift at joint
2 and 170 lb uplift at joint 6.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 L2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:11 Page: 1
ID:dQ2L3cnMmi7gOxCkxbbhVMzKshO-Qdipd_ywIPAO2kNUcHVNAn0TFdsOdJP59hAz13ykh8Q
712
=3x8
=4x4
=2x4
=4x4
=4x4
=3x8
17 6 18
1 5
2 4
15 16
3
T1 T1
B1
W1
HW1 HW1
6-1-0
6-1-0
6-1-0
12-2-0
6-1-0
6-1-0
6-1-0
12-2-0
0-9-14
4 -4 -7
Scale = 1:52.4
Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-5-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.10 6-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.12 6-13 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.04 1 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.03 6-9 >999 240
BCDL 7.0 Weight: 47 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -- 1-6-0, Right 2x6
DF 1800F 1.6E -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or5-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=596/ Mechanical, (min. 0-1-8),
5=596/ Mechanical, (min. 0-1-8)
Max Horiz 1=55 (LC 13)
Max Uplift 1=-130 (LC 14), 5=-130 (LC 14)
Max Grav 1=771 (LC 18), 5=771 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=-260/206, 2-15=-777/368,
3-15=-605/381, 3-16=-605/381,
4-16=-777/368
BOT CHORD 1-17=-264/604, 6-17=-264/522,
6-18=-264/522, 5-18=-264/522
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-0-0, Interior (1) 3-0-0 to 6-1-0, Exterior(2R) 6-1-0 to
9-1-0, Interior (1) 9-1-0 to 12-2-0 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 130 lb uplift at joint
1 and 130 lb uplift at joint 5.
8)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 L3 16Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:11 Page: 1
ID:NcuEvHr3u2Qbe6qxwwjdt7zKsib-Qdipd_ywIPAO2kNUcHVNAn0SsdrEdJO59hAz13ykh8Q
312
=3x4
=2x4
=3x4
=6x12
=2x4
1 2
11 6 5910
3 7
8
4
T1 W3
B1
W1
W2
BL1
1-6-0
-1-6-0
4-10-8
10-6-85-8-0
5-8-0
0-7-4
10-6-8
4-3-4
9-11-4
5-8-0
5-8-0
3 -3 -12
0-3-14
0-11-8
2-0-0
Scale = 1:70.7
Plate Offsets (X, Y):[2:0-3-4,Edge], [4:0-2-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.07 2-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.10 2-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.01 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 2-6 >999 240
BCDL 7.0 Weight: 43 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
OTHERS 2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or5-0-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-6-4 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=650/0-3-8, (min. 0-1-8),
8=437/0-5-8, (min. 0-1-8)
Max Horiz 2=66 (LC 11)
Max Uplift 2=-166 (LC 10), 8=-109 (LC 10)
Max Grav 2=820 (LC 19), 8=601 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 2-9=-1454/681, 9-10=-1448/684,
3-10=-1378/693, 3-4=-1449/740
BOT CHORD 2-11=-745/1333, 6-11=-745/1333
WEBS 3-6=-639/169, 4-6=-750/1371, 4-8=-861/447
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-7 to
1-5-9, Interior (1) 1-5-9 to 9-9-8 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.7)Bearing at joint(s) 8 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 166 lb uplift at joint2 and 109 lb uplift at joint 8.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 N1 12Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:12 Page: 1
ID:NcuEvHr3u2Qbe6qxwwjdt7zKsib-upGCrKzY2jIFguyhA?0ci?YgS1EvMeXFOLvWaWykh8P
312
=3x8 =3x6
=3x4
=4x8
=2x4
=3x8
=MT20HS 8x12
1
10 11 7 12 6 13 5
2
3 9
8
4
T1 W5
B1
W4
W1 W2 W3
BL1
2-8-5
7-1-10
3-4-14
10-6-8
4-5-5
4-5-5
0-7-4
10-6-8
2-8-5
7-1-10
2-9-10
9-11-4
4-5-5
4-5-5
2 -11
-8
0-3-14
0-11-8
2-0-0
Scale = 1:64.6
Plate Offsets (X, Y):[1:0-11-4,0-1-0], [5:0-4-12,0-1-0], [6:0-2-0,0-2-0], [7:0-3-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.11 1-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.14 1-7 >890 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(CT)-0.01 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.04 1-7 >999 240
BCDL 7.0 Weight: 105 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W5:2x6 DF 1800F
1.6E
OTHERS 2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or5-2-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)1=2696/0-3-8, (min. 0-1-9),
8=2791/0-5-8, (min. 0-1-8)
Max Horiz 1=66 (LC 25)
Max Uplift 1=-475 (LC 6), 8=-497 (LC 6)
Max Grav 1=2878 (LC 14), 8=2953 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-6478/1061, 2-3=-3613/599,
3-4=-3629/617, 5-8=-229/1330,
4-8=-229/1330
BOT CHORD 1-10=-1040/6245, 10-11=-1040/6245,7-11=-1040/6245, 7-12=-1040/6245,6-12=-1040/6245, 6-13=-154/903,5-13=-154/903
WEBS 4-6=-592/3498, 2-7=-240/1368,
2-6=-2972/504, 3-6=-358/54, 4-8=-4168/701
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, 2x6 - 2 rows staggered at 0-8-0 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,
Except member 2-7 2x4 - 2 rows staggered at 0-2-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front (F) or back (B) face in the LOADCASE(S) section. Ply to ply connections have beenprovided to distribute only loads noted as (F) or (B),unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9)Bearing at joint(s) 8 considers parallel to grain valueusing ANSI/TPI 1 angle to grain formula. Buildingdesigner should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 475 lb uplift at joint
1 and 497 lb uplift at joint 8.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 762 lb
down and 125 lb up at 0-6-12, 757 lb down and 123 lb
up at 2-6-12, 757 lb down and 123 lb up at 4-6-12, 757
lb down and 123 lb up at 6-6-12, and 757 lb down and
123 lb up at 8-6-12, and 759 lb down and 130 lb up at
9-8-8 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 5=-759 (B), 7=-757 (B), 10=-762 (B), 11=-757(B), 12=-757 (B), 13=-757 (B)
Job Truss Truss Type Qty Ply
J0672-21 N2 21Monopitch Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:12 Page: 1
ID:GSFS0vjDxAUOHAKm820WoJzKshT-upGCrKzY2jIFguyhA?0ci?Yg?18nMbwFOLvWaWykh8P
312
=2x4
=3x4 =2x4
=3x8
=6x12
=2x4
6 5 4
1 2 7
8
3
T1 W5
W1 B1
W3 W4
W2
BL1
2-0-8
2-0-8
4-10-8
6-11-0
2-0-8
2-0-8
0-7-4
6-11-0
4-3-4
6-3-12
2 -11
-8
1-2-12
0-11-8
2-0-0
Scale = 1:75.1
Plate Offsets (X, Y):[3:0-2-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.01 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.02 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL)0.03 4-5 >999 240
BCDL 7.0 Weight: 34 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
OTHERS 2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=319/0-3-8, (min. 0-1-8),
8=272/0-5-8, (min. 0-1-8)
Max Horiz 6=59 (LC 11)
Max Uplift 6=-71 (LC 10), 8=-71 (LC 10)
Max Grav 6=435 (LC 18), 8=371 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=-523/345, 2-3=-581/393, 1-6=-423/271
WEBS 2-5=-444/170, 3-5=-405/450, 1-5=-377/565,3-8=-661/430
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) 3-9-4 to6-9-4, Interior (1) 6-9-4 to 9-9-8 zone; cantilever left andright exposed ; end vertical left and right exposed; porchleft 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Bearing at joint(s) 8 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 71 lb uplift at joint
6 and 71 lb uplift at joint 8.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 N3 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:12 Page: 1
ID:NcuEvHr3u2Qbe6qxwwjdt7zKsib-upGCrKzY2jIFguyhA?0ci?Yid1HRMk5FOLvWaWykh8P
312
=3x8 =3x6
=3x6
=4x6
=2x4
1
5 467
2 3
T1 W3
B1
W1 W2
2-6-3
6-11-8
4-5-5
4-5-5
2-6-3
6-11-8
4-5-5
4-5-5
2-0-12
0-3-14
2-0-12
Scale = 1:72.2
Plate Offsets (X, Y):[1:0-3-4,0-0-12], [5:0-4-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.09 1-5 >875 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.12 1-5 >683 240
TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.02 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL)0.04 1-5 >999 240
BCDL 7.0 Weight: 30 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1793/0-3-8, (min. 0-2-1),4=1900/0-3-0, (min. 0-2-2)
Max Horiz 1=46 (LC 7)
Max Uplift 1=-316 (LC 6), 4=-338 (LC 6)
Max Grav 1=1912 (LC 14), 4=2019 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2815/457
BOT CHORD 1-6=-446/2692, 6-7=-446/2692,
5-7=-446/2692, 4-5=-446/2692
WEBS 2-5=-251/1428, 2-4=-2946/500
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;MWFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; porch left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 316 lb uplift at joint
1 and 338 lb uplift at joint 4.
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)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 762 lbdown and 125 lb up at 0-6-12, 757 lb down and 123 lb
up at 2-6-12, and 757 lb down and 123 lb up at 4-6-12,
and 763 lb down and 126 lb up at 6-9-12 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
9)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 1-4=-14
Concentrated Loads (lb)
Vert: 4=-763 (F), 5=-757 (F), 6=-762 (F), 7=-757 (F)
Job Truss Truss Type Qty Ply
J0672-21 N4 11Monopitch Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:13 Page: 1
ID:GSFS0vjDxAUOHAKm820WoJzKshT-M0qa2g_Ap0Q5H2XtjiXrFC5qdRQr54COd?f46yykh8O
312
=3x4
=2x4
=2x4
1 2 4
3
T1 W1
B1
1-6-0
-1-6-0
6-11-8
6-11-8
6-11-8
2-5-0
0-3-14
2-0-12
Scale = 1:47.2
Plate Offsets (X, Y):[2:0-3-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.10 2-4 >772 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.18 2-4 >454 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL)0.21 2-4 >384 240
BCDL 7.0 Weight: 23 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=486/0-3-8, (min. 0-1-8),4=309/0-3-0, (min. 0-1-8)
Max Horiz 2=52 (LC 11)
Max Uplift 2=-129 (LC 10), 4=-75 (LC 10)
Max Grav 2=673 (LC 19), 4=421 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-374/146
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-7 to1-5-9, Interior (1) 1-5-9 to 6-9-12 zone; cantilever left andright exposed ; end vertical left and right exposed; porchleft and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 75 lb uplift at joint
4 and 129 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 N5 13Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:13 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-M0qa2g_Ap0Q5H2XtjiXrFC5myRYg5EEOd?f46yykh8O
712
=3x4 =2x4
=2x4
=2x4
=4x4
=2x4
=2x4
=3x4
1 72
10 9 8
6
3 5
1211
4
T1 T1
B1
ST2
ST1 ST1
0-9-1
13-9-6
0-9-1
0-9-1
6-1-9
13-0-4
6-1-9
6-10-11
12-3-3
4 -0 -8
0-4-5
0 -1 -4
-0 -1 -4
3 -11
-4
3 -11
-4
Scale = 1:53.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 46 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 12-3-3.
(lb) -Max Horiz 2=-60 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 6, 8, 10
Max Grav All reactions 250 (lb) or less at joint(s) 2, 6 except 8=583 (LC 20),9=335 (LC 19), 10=583 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 4-9=-275/23, 3-10=-540/116, 5-8=-540/117
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-4-2 to
3-4-2, Interior (1) 3-4-2 to 6-11-9, Exterior(2R) 6-11-9 to
9-11-9, Interior (1) 9-11-9 to 13-6-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plategrip 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for thisdesign.
5)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 4-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 6, 10, 8.
11)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
12)See Standard Industry Piggyback Truss ConnectionDetail for Connection to base truss as applicable, orconsult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 PBC1 112Piggyback Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:13 Page: 1
ID:neHW2S9xrJF9i3f?0oYpk0ytSUX-M0qa2g_Ap0Q5H2XtjiXrFC5uSRd55DXOd?f46yykh8O
712
=3x4 =2x4
=2x4 =3x4
=2x4
=2x4 =3x4
=2x4
=2x4
=3x4
1 92
12 11 10
8
3 71413
5 64
T1
T2
T1
B1
ST2
ST1 ST1
0-9-1
13-9-6
0-9-1
0-9-1
4-3-0
9-0-3
4-0-2
13-0-4
4-0-2
4-9-3
12-3-3
2 -9 -10
0-4-5
0-1-12
0 -1 -4
-0 -1 -4
2 -6 -10
2 -6 -10
0 -1 -12
2 -8 -6
Scale = 1:51.1
Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 43 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 12-3-3.
(lb) -Max Horiz 2=40 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 8, 10, 11, 12
Max Grav All reactions 250 (lb) or less at joint
(s) except 2=325 (LC 33), 8=325(LC 33), 10=410 (LC 33), 11=489(LC 32), 12=410 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-306/33, 3-13=-335/56, 4-13=-258/62,6-14=-258/64, 7-14=-335/57, 7-8=-306/31
WEBS 5-11=-429/59, 3-12=-354/74, 7-10=-354/67
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-4-2 to
3-4-2, Interior (1) 3-4-2 to 4-10-1, Exterior(2E) 4-10-1 to
13-6-15 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)Gable requires continuous bottom chord bearing.8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 8, 11, 12, 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.
13)See Standard Industry Piggyback Truss ConnectionDetail for Connection to base truss as applicable, orconsult qualified building designer.
14)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 PBC2 11Piggyback Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:14 Page: 1
ID:vx?fDD6mHyz1HxkMzFsDcEykzi2-qCOyG0?oaKYyvC63HP24nQe4vry9qg3XreOdeOykh8N
712
=3x4
=5x6
=2x4 =2x4
=2x4
=2x4
=5x6
=3x4
1 72
10 9 8
6
411 123 5
T1
T2
T1
B1
ST1ST1 ST1
0-9-1
13-9-6
0-9-1
0-9-1
2-0-2
2-9-3
2-0-2
13-0-4
8-3-0
11-0-3
12-3-3
1-7-10
0-4-5
0-1-12
0 -1 -4
-0 -1 -4 1 -4 -10
1 -4 -10 0 -1 -12
1 -6 -6
Scale = 1:54.9
Plate Offsets (X, Y):[3:0-3-0,0-1-15], [5:0-3-0,0-1-15]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)n/a -n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 40 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 12-3-3.
(lb) -Max Horiz 2=-22 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 6, 8, 9, 10
Max Grav All reactions 250 (lb) or less at joint
(s) 2, 6 except 8=346 (LC 32),9=777 (LC 32), 10=346 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
WEBS 4-9=-716/102, 3-10=-304/55, 5-8=-304/53
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-4-2 to
2-10-1, Exterior(2R) 2-10-1 to 6-11-9, Interior (1) 6-11-9
to 11-1-1, Exterior(2E) 11-1-1 to 13-6-15 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
4)Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 4-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 6, 9, 10, 8.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)See Standard Industry Piggyback Truss Connection
Detail for Connection to base truss as applicable, or
consult qualified building designer.
14)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 PBC3 11Piggyback Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:14 Page: 1
ID:8g236IDP9i5ltJw5?eWKT7ykzhv-qCOyG0?oaKYyvC63HP24nQe1ArzKqfHXreOdeOykh8N
13.8912
=3x6
=5x6
=5x6
=3x6
=5x6
=5x6
=3x6
20
37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
1
2 19
3 18
4 17
5 16
6 15413873989101112134014
T1
T2 T3
T1
B1 B2 B1
ST1
ST2
ST3
ST4
ST5 ST6 ST6 ST6 ST6
ST1
ST2
ST3
ST4
ST5ST6ST6ST6
0-2-15
36-2-9
9-8-13
35-11-10
9-11-13
9-11-13
16-3-0
26-2-12
36-2-9
11
-6 -15
0-0-4
11
-3 -4
Scale = 1:86.6
Plate Offsets (X, Y):[6:0-1-9,Edge], [15:0-1-9,Edge], [27:0-3-0,0-0-4], [31:0-3-0,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 20 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 302 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 6-15.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-34, 6-33, 7-32, 8-31,
9-30, 11-29, 16-24, 15-25,
14-26, 13-27, 12-28
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 36-2-9.
(lb) -Max Horiz 1=-226 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
20, 21, 22, 23, 24, 26, 27, 28, 29,
30, 31, 32, 33, 34, 35, 36, 37
except 1=-135 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 20, 21, 22, 23, 24, 25, 26, 27,28, 29, 30, 31, 32, 33, 34, 35, 36,37
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
4-0-0, Interior (1) 4-0-0 to 10-0-0, Exterior(2R) 10-0-0 to
15-1-7, Interior (1) 15-1-7 to 26-3-0, Exterior(2R) 26-3-0
to 31-4-7, Interior (1) 31-4-7 to 35-11-3 zone; cantilever
left and right exposed ; end vertical left and rightexposed; porch left and right exposed;C-C for membersand forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 100 lb uplift at joint(s) 20, 31, 37, 36, 35, 34, 33, 32, 30, 29, 21, 22, 23, 24,26, 27, 28 except (jt=lb) 1=135.
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)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 XFA 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:15 Page: 1
ID:Nv9vXI7ud9j700zQ1V?Nb3ykzpm-JOyKTM?QLegpXLhGr7ZJKdAHEFJBZ6ih4I8BBrykh8M
13.8912
=3x4 =3x4
=4x4
=3x4
1
17 16 1514 13 12 11 10
9
2 8
3 7
4 6
5
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST1
ST2
ST3
0-2-15
16-2-9
7-10-5
15-11-10
8-1-4
8-1-4
16-2-9
9 -4 -14
0-0-4
9 -1 -3
Scale = 1:75.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 99 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-2-9.
(lb) -Max Horiz 1=-174 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 9, 10, 11, 12, 15, 16, 17
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 9, 10, 11, 12, 13, 15, 16, 17
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 8-1-8, Exterior(2R) 8-1-8 to
11-1-8, Interior (1) 11-1-8 to 15-11-3 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 1, 9, 17, 16, 15, 10, 11, 12.
8)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 XFB 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:15 Page: 1
ID:kx3VsG0hQbwmHE2SoKpV2Sykzod-JOyKTM?QLegpXLhGr7ZJKdAHEFJBZ6Xh4I8BBrykh8M
13.8912
=2x4 =2x4
=2x4
=4x4
=2x4 =2x4
=2x4
=2x4
1
8 7 6
5
2 4
3
T1 T1
B1
ST1
ST2
ST1
0-2-15
8-2-9
3-10-5
7-11-10
4-1-4
4-1-4
8-2-9
4 -9 -5
0-0-4
4 -5 -10
Scale = 1:56.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 37 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 8-2-9.
(lb) -Max Horiz 1=-85 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 5, 6, 8
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 6, 7, 8
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;MWFRS (directional) and C-C Exterior(2E) 0-3-13 to3-3-13, Interior (1) 3-3-13 to 4-1-8, Exterior(2R) 4-1-8 to7-1-8, Interior (1) 7-1-8 to 7-11-3 zone; cantilever left andright exposed ; end vertical left and right exposed; porchleft 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=35.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.00
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6.
7)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 XFC 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:16 Page: 1
ID:dFMtqFTXUGiNr4yl1JUPbTykzo1-nbVigi026xog8VGSPq4YsrjSpefQIaMqJytkjHykh8L
13.8912
=3x4
=3x4
=5x6
=5x6
1
20 19 18 17 16 15 14 13
12
2
3
4
5
67
8
9 1011
T2
T1
T3
W1
B2B1
ST1
ST2
ST3
ST4
ST5
ST6
ST7 ST8
2-9-10
16-9-7
13-11-13
13-11-13
16-9-7
16
-2 -8
0-0-4
16
-2 -8
Scale = 1:103.5
Plate Offsets (X, Y):[9:0-1-9,Edge], [16:0-3-0,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 16 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 192 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except* ST7,ST8:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 9-11.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 5-17, 7-16, 8-15, 9-14,
10-13
WEBS 2 Rows at 1/3 pts 11-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-9-7.
(lb) -Max Horiz 1=359 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
12, 13, 14, 15, 16, 17, 18, 19, 20
except 1=-180 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 12, 13, 14, 15, 16, 17, 18, 19,
20 except 1=394 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-661/547, 2-3=-565/467, 3-4=-464/384,
4-5=-364/303, 5-6=-262/209, 6-7=-251/220
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner(3E) 0-3-13 to
3-3-13, Exterior(2N) 3-3-13 to 14-0-0, Corner(3E) 14-0-0
to 16-6-14 zone; cantilever 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 12, 16, 20, 19, 18, 17, 15, 14, 13 except (jt=lb)
1=179.
11)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/orbottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 XFD 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:16 Page: 1
ID:pGD06i23sD5xR3ukecpustykzm?-nbVigi026xog8VGSPq4YsrjRWefUIYbqJytkjHykh8L
4.9512
=5x8 =2x4
=3x4
=3x6
=5x6
1 9 13 8 14 76
2
10 11 3
12
45
W1
T1 W4
B1
W2 W3
4-11-14
2-1-7
-2-1-7
5-7-2
5-7-2
5-7-14
11-3-0
0-3-0
0-3-0
0-2-8
11-3-0
5-4-3
5-7-2
5-5-6
11-0-8
5 -10
-0
0-9-14 0-4-13
5 -5 -9
Scale = 1:87.6
Plate Offsets (X, Y):[4:0-3-3,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.11 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.14 7-8 >901 240
TCDL 7.0 Rep Stress Incr NO WB 0.66 Horz(CT)0.01 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 7-8 >999 240
BCDL 7.0 Weight: 54 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E, W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or4-6-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=1018/ Mechanical, (min. 0-1-8),
9=958/0-8-2, (min. 0-1-8)
Max Horiz 9=150 (LC 7)
Max Uplift 7=-242 (LC 7), 9=-232 (LC 10)
Max Grav 7=1082 (LC 15), 9=967 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 2-9=-882/203, 2-10=-1134/233,
10-11=-1052/239, 3-11=-967/248,
3-12=-271/62, 4-7=-502/80
BOT CHORD 9-13=-278/946, 8-13=-278/946,
8-14=-278/946, 7-14=-278/946
WEBS 3-7=-985/265
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 232 lb uplift at joint
9 and 242 lb uplift at joint 7.
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)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 40 lb
down and 15 lb up at 2-9-8, 40 lb down and 15 lb up at
2-9-8, 146 lb down and 42 lb up at 5-7-7, 146 lb down
and 42 lb up at 5-7-7, and 286 lb down and 59 lb up at
8-5-6, and 286 lb down and 59 lb up at 8-5-6 on top
chord, and 1 lb down and 40 lb up at 2-9-8, 1 lb down
and 40 lb up at 2-9-8, 13 lb down and 28 lb up at 5-7-7,
13 lb down and 28 lb up at 5-7-7, and 54 lb down and
37 lb up at 8-5-6, and 54 lb down and 37 lb up at 8-5-6
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-84, 2-4=-84, 4-5=-84, 6-9=-14
Concentrated Loads (lb)
Vert: 3=-154, 8=-9, 12=-434, 13=11, 14=-107
Job Truss Truss Type Qty Ply
J0672-21 YR1 12Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:16 Page: 1
ID:GN8llfuZyHw17j7i9moZ2zzKsiX-nbVigi026xog8VGSPq4YsrjDReYEIQfqJytkjHykh8L
4.9512
=5x8 =2x4
=3x4
=3x6
=4x6
8 12 7 13 65
1
9 10 2
11
34
W1
T1 W4
B1
W2 W3
4-11-14
5-7-2
5-7-2
5-7-14
11-3-0
0-3-0
0-3-0
0-2-8
11-3-0
5-4-3
5-7-2
5-5-6
11-0-8
5 -5 -9
0-9-14 0-4-13
5 -5 -9
Scale = 1:81.5
Plate Offsets (X, Y):[3:0-3-9,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.12 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.17 6-7 >786 240
TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.02 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 6-7 >999 240
BCDL 7.0 Weight: 51 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E, W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or4-6-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=1086/ Mechanical, (min. 0-1-8),
8=776/0-8-2, (min. 0-1-8)
Max Horiz 8=138 (LC 7)
Max Uplift 6=-256 (LC 7), 8=-174 (LC 10)
Max Grav 6=1151 (LC 14), 8=785 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-8=-680/141, 1-9=-1247/265,
9-10=-1127/272, 2-10=-1081/277,
2-11=-278/64, 3-6=-498/81
BOT CHORD 8-12=-298/1069, 7-12=-298/1069,
7-13=-298/1069, 6-13=-298/1069
WEBS 2-6=-1122/293
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 174 lb uplift at joint8 and 256 lb uplift at joint 6.
8)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
9)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 48 lb
down and 29 lb up at 2-9-8, 40 lb down and 15 lb up at
2-9-8, 164 lb down and 48 lb up at 5-7-7, 146 lb downand 42 lb up at 5-7-7, and 298 lb down and 62 lb up at8-5-6, and 286 lb down and 59 lb up at 8-5-6 on topchord, and 12 lb down and 18 lb up at 2-9-8, 1 lb downand 40 lb up at 2-9-8, 34 lb down and 32 lb up at 5-7-7,13 lb down and 28 lb up at 5-7-7, and 66 lb down and40 lb up at 8-5-6, and 54 lb down and 37 lb up at 8-5-6
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-4=-84, 5-8=-14
Concentrated Loads (lb)
Vert: 2=-172, 7=-38, 11=-446, 12=-7, 13=-120
Job Truss Truss Type Qty Ply
J0672-21 YR2 11Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:17 Page: 1
ID:GN8llfuZyHw17j7i9moZ2zzKsiX-Fn34u11htFwXmfqeyYbnP2GOB2t31sV_YcdHFjykh8K
2.1212
=3x4
=3x4
=2x4
=3x4
=4x4
=3x4
1 7 2
10 6 11 5
8 3 9 4
T1 W3
B1
W1 W2
2-1-7
-2-1-7
4-3-0
9-8-9
5-5-9
5-5-9
0-0-6
9-8-9
4-2-10
9-8-3
5-5-9
5-5-9
2-4-11
0-3-14
2-0-7
Scale = 1:67.8
Plate Offsets (X, Y):[2:0-4-5,Edge], [4:0-0-11,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.09 2-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.12 2-6 >923 240
TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.02 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL)0.04 2-6 >999 240
BCDL 7.0 Weight: 38 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=797/0-4-9, (min. 0-1-8),5=922/0-3-8, (min. 0-1-8)
Max Horiz 2=55 (LC 9)
Max Uplift 2=-229 (LC 6), 5=-184 (LC 6)
Max Grav 2=949 (LC 15), 5=943 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-1907/354, 3-8=-1850/361, 4-5=-460/67
BOT CHORD 2-10=-362/1818, 6-10=-362/1818,
6-11=-362/1818, 5-11=-362/1818
WEBS 3-5=-1742/359
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;MWFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; porch left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 184 lb uplift at joint
5 and 229 lb uplift at joint 2.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 53 lb
down and 6 lb up at 2-9-8, 53 lb down and 6 lb up at
2-9-8, 131 lb down and 29 lb up at 5-7-7, 131 lb down
and 29 lb up at 5-7-7, and 272 lb down and 45 lb up at
8-5-6, and 272 lb down and 45 lb up at 8-5-6 on top
chord, and 6 lb down and 14 lb up at 2-9-8, 6 lb down
and 14 lb up at 2-9-8, 16 lb down and 25 lb up at 5-7-7,
16 lb down and 25 lb up at 5-7-7, and 55 lb down and
31 lb up at 8-5-6, and 55 lb down and 31 lb up at 8-5-6on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 2-5=-14
Concentrated Loads (lb)
Vert: 3=-124, 6=-13, 9=-419, 10=-2, 11=-45
Job Truss Truss Type Qty Ply
J0672-21 YR3 11Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:18 Page: 1
ID:kfpqEFkriTdFvKvzilXlLWzKshS-jzdT5N2JeZ2OOpPqWF70yGoafSF6mL57mGMrn9ykh8J
712
20.5712
=3x8
=2x4
=3x4
=2x4
1 6 10 11 5
2 78
93
4
T1 W3
W1 B1
W2
1-6-0
-1-6-0
3-9-14
7-11-4
4-1-6
4-1-6
0-0-12
8-0-0
0-2-8
0-2-8
7-9-8
8-0-0
5 -10
-2
0-9-14
5 -5 -7
Scale = 1:82.5
Plate Offsets (X, Y):[5:0-1-12,0-1-8], [6:0-2-8,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.11 5-6 >863 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.18 5-6 >520 240
TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Wind(LL)0.17 5-6 >555 240
BCDL 7.0 Weight: 40 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E
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 StabilizerInstallation guide.
REACTIONS (lb/size)5=356/ Mechanical, (min. 0-1-8),
6=543/0-5-8, (min. 0-1-8)
Max Horiz 6=150 (LC 11)
Max Uplift 5=-102 (LC 11), 6=-125 (LC 14)
Max Grav 5=556 (LC 19), 6=677 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-567/97, 7-8=-516/98, 8-9=-372/107,
3-9=-346/108, 2-6=-614/149
BOT CHORD 6-10=-211/387, 10-11=-211/387,
5-11=-211/387
WEBS 3-5=-462/184
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 7-10-4 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 125 lb uplift at joint
6 and 102 lb uplift at joint 5.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1 129Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:18 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-jzdT5N2JeZ2OOpPqWF70yGohYSHzmRL7mGMrn9ykh8J
712
=3x8
1 5 8 4
62
7
3
W1
T1
B1
1-6-0
-1-6-0
5-11-11
5-11-11
0-2-8
0-2-8
5-9-3
5-11-11
4 -8 -6
0-9-14
4 -3 -11
Scale = 1:71.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.08 4-5 >822 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.12 4-5 >583 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.06 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.10 4-5 >669 240
BCDL 7.0 Weight: 21 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=201/ Mechanical, (min. 0-1-8),
4=54/ Mechanical, (min. 0-1-8),
5=454/0-5-8, (min. 0-1-8)
Max Horiz 5=122 (LC 14)
Max Uplift 3=-57 (LC 14), 4=-28 (LC 14),
5=-83 (LC 14)
Max Grav 3=336 (LC 19), 4=89 (LC 5), 5=633
(LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-627/116
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 5-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 83 lb uplift at joint5, 57 lb uplift at joint 3 and 28 lb uplift at joint 4.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1A 15Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:19 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-BABrJj2xPsAF?z_14zeFUTLoNscRVxjG?w6OKcykh8I
712
=3x4
=3x4
4 7 8 3
1
5
6
2
W1
T1
B1
5-11-11
0-2-8
0-2-8
5-9-3
5-11-11
4 -3 -11
0-9-14
4 -3 -11
Scale = 1:51.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.11 3-4 >631 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.15 3-4 >461 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.08 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.11 3-4 >631 240
BCDL 7.0 Weight: 19 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers andrequired cross bracing be installed duringtruss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)2=212/ Mechanical, (min. 0-1-8),
3=66/ Mechanical, (min. 0-1-8),
4=278/0-5-8, (min. 0-1-8)
Max Horiz 4=86 (LC 14)
Max Uplift 2=-61 (LC 14), 3=-31 (LC 14),
4=-30 (LC 14)
Max Grav 2=348 (LC 18), 3=91 (LC 5), 4=434
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-441/39
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 5-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 30 lb uplift at joint
4, 61 lb uplift at joint 2 and 31 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1AT 11Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:19 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-BABrJj2xPsAF?z_14zeFUTLnbsZPVxjG?w6OKcykh8I
712
=3x8
1 5 8 4
6 2
7
3
W1
T1
B1
1-6-0
-1-6-0
3-11-11
3-11-11
0-2-8
0-2-8
3-9-3
3-11-11
3 -6 -6
0-9-14 3 -1 -11
Scale = 1:68
Plate Offsets (X, Y):[5:0-2-4,0-0-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)0.02 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)0.01 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.02 4-5 >999 240
BCDL 7.0 Weight: 15 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=120/ Mechanical, (min. 0-1-8),4=24/ Mechanical, (min. 0-1-8),5=369/0-5-8, (min. 0-1-8)
Max Horiz 5=96 (LC 14)
Max Uplift 3=-36 (LC 14), 4=-18 (LC 11),
5=-72 (LC 14)
Max Grav 3=196 (LC 19), 4=56 (LC 5), 5=593(LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-565/113
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 3-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 72 lb uplift at joint
5, 36 lb uplift at joint 3 and 18 lb uplift at joint 4.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1B 15Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:19 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-BABrJj2xPsAF?z_14zeFUTLthsemVxjG?w6OKcykh8I
712
=3x8
4 6 3
1
5 2
W1
T1
B1
3-11-11
0-2-8
0-2-8
3-9-3
3-11-11
3 -1 -11
0-9-14
3 -1 -11
Scale = 1:48.4
Plate Offsets (X, Y):[4:0-5-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.02 3-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.02 3-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.02 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.02 3-4 >999 240
BCDL 7.0 Weight: 13 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=138/ Mechanical, (min. 0-1-8),3=42/ Mechanical, (min. 0-1-8),4=180/0-5-8, (min. 0-1-8)
Max Horiz 4=60 (LC 14)
Max Uplift 2=-41 (LC 14), 3=-22 (LC 14),
4=-16 (LC 14)
Max Grav 2=213 (LC 18), 3=59 (LC 5), 4=267(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-4=-269/27
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 3-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint4, 41 lb uplift at joint 2 and 22 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1BT 11Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:19 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-BABrJj2xPsAF?z_14zeFUTLudsexVxjG?w6OKcykh8I
712
=3x8
1 5 7 4
2 6 3
W1T1
B1
1-6-0
-1-6-0
1-11-11
1-11-11
0-2-8
0-2-8
1-9-3
1-11-11
2-4-6 0-9-14 1-11-11
Scale = 1:77.4
Plate Offsets (X, Y):[2:0-2-4,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)0.00 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.00 4-5 >999 240
BCDL 7.0 Weight: 9 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=24/ Mechanical, (min. 0-1-8),4=-18/ Mechanical, (min. 0-1-8),5=315/0-5-8, (min. 0-1-8)
Max Horiz 5=70 (LC 14)
Max Uplift 3=-64 (LC 18), 4=-56 (LC 18),
5=-69 (LC 14)
Max Grav 3=37 (LC 19), 4=22 (LC 5), 5=481(LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-423/122
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-14 to
1-5-2, Interior (1) 1-5-2 to 1-11-9 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for thisdesign.
4)This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 56 lb uplift at joint
4, 64 lb uplift at joint 3 and 69 lb uplift at joint 5.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1C 15Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:20 Page: 1
ID:J_0_KztJQfgJuP_J2Ll5yYzKsiZ-fMlDW33ZAAI6d7ZDeg9U1hu2zG_AEOyQEarxs2ykh8H
712
=3x8
4 3
1
2
W1
T1
B1
1 -11
-11
0-2-8
0-2-8
1-9-3
1-11-11
1-11-11
0-9-14
1-11-11
Scale = 1:59.1
Plate Offsets (X, Y):[1:0-5-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)0.00 3-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 3-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R Wind(LL)0.00 3-4 >999 240
BCDL 7.0 Weight: 7 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x6 DF 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=65/ Mechanical, (min. 0-1-8),3=19/ Mechanical, (min. 0-1-8),4=85/0-5-8, (min. 0-1-8)
Max Horiz 4=34 (LC 14)
Max Uplift 2=-22 (LC 14), 3=-14 (LC 14), 4=-2
(LC 10)
Max Grav 2=90 (LC 18), 3=28 (LC 5), 4=113(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 14 lb uplift at joint3, 22 lb uplift at joint 2 and 2 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z1CT 11Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:20 Page: 1
ID:J_0_KztJQfgJuP_J2Ll5yYzKsiZ-fMlDW33ZAAI6d7ZDeg9U1hu7pG0CEOyQEarxs2ykh8H
312
=3x4
1
2
6 4
5
3
T1
B1
1-6-0
-1-6-0
5-11-11
5-11-11
5-11-11
2-2-0
0-3-14
1-9-12
Scale = 1:44.9
Plate Offsets (X, Y):[2:0-3-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.06 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.10 2-4 >699 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Wind(LL)0.13 2-4 >541 240
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 19 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or5-11-11 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=444/0-3-8, (min. 0-1-8), 3=222/
Mechanical, (min. 0-1-8), 4=40/
Mechanical, (min. 0-1-8)
Max Horiz 2=50 (LC 10)
Max Uplift 2=-117 (LC 10), 3=-45 (LC 10),4=-21 (LC 10)
Max Grav 2=617 (LC 19), 3=316 (LC 19),
4=98 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-7 to
1-5-9, Interior (1) 1-5-9 to 5-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 45 lb uplift at joint3, 117 lb uplift at joint 2 and 21 lb uplift at joint 4.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z3A 12Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:20 Page: 1
ID:roSc7dshfMYSGFP7UeEsQLzKsia-fMlDW33ZAAI6d7ZDeg9U1huzzGyHEOyQEarxs2ykh8H
312
=3x4
1 5 2
7 4
6
3
T1
B1
1-6-0
-1-6-0
3-11-11
3-11-11
3-11-11
1-8-0 0-3-14
1-3-12
Scale = 1:43.9
Plate Offsets (X, Y):[2:0-3-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.01 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Wind(LL)0.03 2-4 >999 240
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 13 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or3-11-11 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=357/0-3-8, (min. 0-1-8), 3=127/
Mechanical, (min. 0-1-8), 4=26/
Mechanical, (min. 0-1-8)
Max Horiz 2=38 (LC 10)
Max Uplift 2=-99 (LC 10), 3=-31 (LC 18),4=-14 (LC 10)
Max Grav 2=498 (LC 19), 3=181 (LC 19),
4=64 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-7 to
1-5-9, Interior (1) 1-5-9 to 3-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch 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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 31 lb uplift at joint3, 99 lb uplift at joint 2 and 14 lb uplift at joint 4.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z3B 12Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:20 Page: 1
ID:J_0_KztJQfgJuP_J2Ll5yYzKsiZ-fMlDW33ZAAI6d7ZDeg9U1hu3DG?oEOyQEarxs2ykh8H
312
=3x4
1 2
6 4
5 3
T1B1
1-6-0
-1-6-0
1-11-11
1-11-11
1 -11
-11
1-2-0 0-3-14 0-9-12
Scale = 1:65.3
Plate Offsets (X, Y):[2:0-3-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)0.00 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Wind(LL)0.00 2-4 >999 240
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 8 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or1-11-11 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=279/0-3-8, (min. 0-1-8), 3=28/
Mechanical, (min. 0-1-8), 4=14/
Mechanical, (min. 0-1-8)
Max Horiz 2=26 (LC 10)
Max Uplift 2=-84 (LC 10), 3=-84 (LC 18), 4=-7(LC 10)
Max Grav 2=374 (LC 19), 3=38 (LC 19), 4=33
(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-7 to
1-5-9, Interior (1) 1-5-9 to 1-11-9 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
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=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)This truss has been designed for greater of min roof live
load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 84 lb uplift at joint2, 7 lb uplift at joint 4 and 84 lb uplift at joint 3.
9)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
J0672-21 Z3C 12Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Tue Aug 24 08:02:21 Page: 1
ID:J_0_KztJQfgJuP_J2Ll5yYzKsiZ-7YJbkP4BxUQzFG8PBOgjZuQFQfMRzrCZSEbVOUykh8G