HomeMy WebLinkAboutTRUSS DESIGN - 22-00161 - Muir Home1012
412
=4x4
=7x8
=4x6
=8x10
=5x6
=7x8
=MT18HS 3x8
=6x8
=M18AHS 7x14
=7x8
=MT20HS 7x10
=4x4
=2x4
=4x12
1 10241716
15 25 26 14 27 13 12 28 29 11
923218
8
73
521 2220194 6
T1
T2
T3
T4
W1 B1 B3B2
W3
W4 W4
W7 W8
W9
W6W5 W5
W2
1-6-0
36-10-0
1-6-0
-1-6-0
4-5-1
29-3-11
3-8-8
8-0-0
4-3-8
4-3-8
6-1-0
14-1-0
6-1-0
20-2-0
4-8-11
24-10-11
6-0-5
35-4-0
4-8-11
25-0-7
6-2-12
20-3-12
6-2-12
14-1-0
7-10-4
7-10-4
10-3-9
35-4-0
8-3-9
1-0-15 0-3-15
0-1-15
3-9-11
3-9-11
3-9-4
7-7-0
0-1-15
7-8-15
Scale = 1:84.3
Plate Offsets (X, Y):[3:0-2-8,0-1-12], [4:0-3-0,0-2-0], [6:0-11-4,0-2-4], [9:0-5-5,0-2-0], [12:0-4-0,0-4-12], [14:0-4-0,0-4-8], [15:0-5-0,0-4-12], [16:0-4-0,0-4-8]
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 0.97 Vert(LL)-0.48 11-12 >865 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.64 11-12 >653 240 M18AHS 169/162
TCDL 7.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.12 9 n/a n/a MT20HS 165/146
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.35 11-12 >999 240 MT18HS 220/195
BCDL 7.0 Weight: 440 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E *Except* B3:2x6 DF
2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr, W1:2x6 DF 1800F
1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(4-5-15 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)9=4630/0-5-8, (min. 0-2-6),
16=5177/0-5-8, (min. 0-2-15)
Max Horiz 16=-215 (LC 8)
Max Uplift 9=-1869 (LC 10), 16=-2323 (LC 10)
Max Grav 9=4815 (LC 35), 16=5553 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-950/452, 3-18=-916/469,
3-4=-6881/3040, 4-19=-5258/2365,
19-20=-5258/2365, 20-21=-5260/2365,
5-21=-5263/2365, 5-22=-7149/2925,
6-22=-7144/2926, 6-7=-9383/3766,
7-8=-12865/5135, 8-23=-13461/5204,
9-23=-13567/5192, 2-16=-1154/443
BOT CHORD 15-16=-1989/4797, 15-25=-2557/6874,
25-26=-2557/6874, 14-26=-2557/6874,
14-27=-2555/6871, 13-27=-2555/6871,
12-13=-2555/6871, 12-28=-4734/12109,
28-29=-4734/12109, 11-29=-4734/12109,
9-11=-4863/12755
WEBS 3-15=-343/813, 4-15=-1820/3847,
6-12=-2274/5518, 7-12=-6222/2522,
7-11=-624/1678, 8-11=-789/228,
5-14=-194/445, 5-15=-2472/691,
5-12=-171/1050, 3-16=-6091/2560
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-6-0
oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; 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 C; 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 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.
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 rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1869 lb uplift at
joint 9 and 2323 lb uplift at joint 16.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
14)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1059
lb down and 773 lb up at 8-0-0, 1697 lb down and 714 lb
up at 9-3-4, and 1861 lb down and 703 lb up at
21-4-12, and 1470 lb down and 550 lb up at 23-3-4 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: 1-2=-84, 2-4=-84, 4-6=-84, 6-7=-84, 7-10=-84,
9-16=-14
Concentrated Loads (lb)
Vert: 15=-1059 (B), 25=-1697 (B), 28=-1861 (B),
29=-1470 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A01 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:31 Page: 1
ID:jJ67BR43yRfjKI4fCfhf?9zz?sm-4fUMJ1eb07GzKwGybXuCbiDIK9VyBEBSlDDEklzz_Y6
1012
412
=4x12
=5x6
=5x6
=2x4
=MT18HS 3x8
=5x6 =3x4
=3x6
=5x6
=MT18HS 3x8
=MT18HS 3x8
=MT18HS 3x8
=MT20HS 7x10
=5x8
=3x4
=2x4 =4x8
1 12302
31 32 33 34 18 35 36 37 1738 16 15 39 14 13 40
112928
19 10203219
2748
624 252322 265 7
T1
T2
T3
T4
B1 B3B2
W1
W2 W3 W3 W2
W6
W7 W8
W4 W5
HW1
1-6-0
36-10-0
1-6-0
-1-6-0
2-7-8
24-10-11
4-1-0
14-1-0
4-1-0
18-2-0
4-9-13
29-8-7
4-1-3
22-3-3
5-7-9
35-4-0
4-10-4
10-0-0
5-1-12
5-1-12
4-8-1
29-8-7
5-7-9
35-4-0
6-8-11
25-0-7
8-5-8
18-3-12
9-10-4
9-10-4
9-11
-9
1-0-15 0-3-15
0-1-15
3-9-11
3-9-11
5-5-4
9-3-0
0-1-15
9-4-15
Scale = 1:91.7
Plate Offsets (X, Y):[2:0-8-6,Edge], [5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-3-0,0-1-8], [14:0-2-8,0-2-0]
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 0.81 Vert(LL)-0.37 14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.52 14-16 >806 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.13 11 n/a n/a MT18HS 220/195
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.54 2-18 >782 240
BCDL 7.0 Weight: 207 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 -- 3-6-7
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except
2-0-0 oc purlins (4-9-5 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 3-1-12 oc
bracing.
WEBS 1 Row at midpt 5-18, 6-18, 6-16, 7-16,
8-16, 8-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1853/0-5-8, (min. 0-2-11),
11=1870/0-5-8, (min. 0-2-2)
Max Horiz 2=-238 (LC 12)
Max Uplift 2=-721 (LC 14), 11=-729 (LC 14)
Max Grav 2=2529 (LC 35), 11=2011 (LC 39)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-19=-2874/1892, 19-20=-2639/1902,
3-20=-2581/1905, 3-21=-2580/1911,
4-21=-2543/1922, 4-5=-2276/1941,
5-22=-1548/1574, 22-23=-1548/1574,
23-24=-1549/1574, 6-24=-1549/1574,
6-25=-1842/1853, 25-26=-1842/1853,
7-26=-1840/1853, 7-8=-2640/2339,
8-27=-4874/4687, 9-27=-5082/4683,
9-10=-4031/3677, 10-28=-4652/4182,
28-29=-4684/4171, 11-29=-4744/4169
BOT CHORD 2-31=-1296/1847, 31-32=-1296/1847,
32-33=-1296/1847, 33-34=-1296/1847,
18-34=-1296/1847, 18-35=-1357/1743,
35-36=-1357/1743, 36-37=-1357/1743,
17-37=-1357/1743, 17-38=-1357/1743,
16-38=-1357/1743, 15-16=-2270/2788,
15-39=-2270/2788, 14-39=-2270/2788,
13-14=-3887/4387, 13-40=-3887/4387,
11-40=-3887/4387
WEBS 4-18=-409/127, 5-18=-1065/914,
6-18=-809/451, 6-16=-254/371,
7-16=-1356/1226, 9-14=-2160/1900,
10-14=-1022/565, 10-13=-279/172,
8-16=-1585/1361, 8-14=-2708/2808
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-11-4, Interior (1) 1-11-4 to 10-0-0, Exterior(2R) 10-0-0
to 14-11-15, Interior (1) 14-11-15 to 18-2-0, Exterior(2R)
18-2-0 to 23-1-15, Interior (1) 23-1-15 to 36-10-9 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 721 lb uplift at joint
2 and 729 lb uplift at joint 11.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A02 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:33 Page: 1
ID:fiDuc65KU2vRZcE2J4k75azz?sk-01c6kjgrXkXhZEQLiyxgg7IhJyC1fDolCXiLodzz_Y4
1012
412
=5x14
=5x6
=5x6
=2x4
=3x4
=MT18HS 3x8
=3x4
=5x6
=3x6
=5x6
=MT18HS 3x8
=MT18HS 3x8
=MT18HS 3x8
=M18AHS 7x14
=5x8
=3x4
=2x4 =4x8
1 12302
31 32 1933 18 1734 16 3515 36 37 14 13 38
112928
1020
3 921
27224232658
24 25
6 7
T2
T1
T3
T4
T5
B1 B3B2
W1 W2
W3 W4 W3
W5 W6
W7
W8 W9
HW1
1-6-0
36-10-0
1-6-0
-1-6-0
4-2-0
16-2-0
4-9-13
29-8-7
4-4-5
24-10-11
4-4-5
20-6-5
5-7-9
35-4-0
5-10-4
12-0-0
6-1-12
6-1-12
4-5-8
16-3-12
4-8-1
29-8-7
5-7-9
35-4-0
5-8-8
11-10-4
6-1-12
6-1-12
8-8-11
25-0-7
11
-7-9
1-0-15 0-3-15
0-1-15
3-9-11
3-9-11
7-1-4
10
-11
-0
0-1-15
11
-0-15
Scale = 1:98.2
Plate Offsets (X, Y):[2:0-8-6,Edge], [4:0-1-8,0-1-8], [6:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-1-12,0-1-8], [14:0-3-0,0-2-0]
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 0.98 Vert(LL)-0.58 14-16 >726 360 MT18HS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.80 14-16 >527 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.15 11 n/a n/a M18AHS 169/162
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.66 14-16 >636 240
BCDL 7.0 Weight: 218 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 *Except* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 4-2-0
BRACING
TOP CHORD Structural wood sheathing directly applied,
except
2-0-0 oc purlins (4-7-6 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 3-1-15 oc
bracing.
WEBS 1 Row at midpt 4-18, 6-18, 6-16, 7-16,
8-16, 8-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1853/0-5-8, (min. 0-2-14),
11=1870/0-5-8, (min. 0-2-1)
Max Horiz 2=-280 (LC 12)
Max Uplift 2=-721 (LC 14), 11=-729 (LC 14)
Max Grav 2=2705 (LC 35), 11=1920 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-20=-3253/2005, 3-20=-2976/2020,
3-21=-2978/2022, 21-22=-2736/2027,
4-22=-2713/2040, 4-23=-2549/1765,
5-23=-2411/1768, 5-24=-2276/1774,
6-24=-2231/1791, 6-7=-1862/1605,
7-25=-2429/2032, 8-25=-2694/2011,
8-26=-5658/4743, 26-27=-5886/4729,
9-27=-6017/4728, 9-10=-4679/3665,
10-28=-4846/4098, 28-29=-4859/4088,
11-29=-4879/4085
BOT CHORD 2-31=-1362/2168, 31-32=-1362/2168,
19-32=-1362/2168, 19-33=-1362/2168,
18-33=-1362/2168, 17-18=-1033/1718,
17-34=-1033/1718, 16-34=-1033/1718,
16-35=-1773/2740, 15-35=-1773/2740,
15-36=-1773/2740, 36-37=-1773/2740,
14-37=-1773/2740, 13-14=-3799/4570,
13-38=-3799/4570, 11-38=-3799/4570
WEBS 4-19=-381/257, 4-18=-635/460,
6-18=-603/530, 6-16=-449/586,
7-16=-1161/1229, 8-16=-1688/1221,
8-14=-3073/3376, 9-14=-2666/1988,
10-14=-1010/500
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-11-4, Interior (1) 1-11-4 to 12-0-0, Exterior(2E) 12-0-0
to 16-2-0, Exterior(2R) 16-2-0 to 21-1-15, Interior (1)
21-1-15 to 36-10-9 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 721 lb uplift at joint
2 and 729 lb uplift at joint 11.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A03 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:34 Page: 1
ID:0g1nfq9SJbYkgN6?6dJInezz?sf-VE9Vx3gTI2fYBO?XGfSvDLrpSMYsOdRvRBRvK4zz_Y3
1012
412
=3x12
=5x6
=2x4
=3x4
=5x14
=MT18HS 3x8
=4x8
=3x4
=3x4
=4x4
=4x4
=5x6
=3x4
=3x4
=2x4
=MT18HS 3x8
=5x8
1 13252
26 202728 29 19 1830 1716 15 14 31
122411103
94
21 82356
22
7
T2
T1
T3
T4
B1 B3B2
W4
W5 W6
W7 W8
W9 W10
W1
W2 W3
HW1
HW2
0-3-8
14-2-12
1-6-0
-1-6-0
2-1-7
36-9-7
4-9-13
29-8-7
4-11-9
34-8-0
4-4-9
4-4-9
4-10-7
9-3-0
4-8-4
13-11-4
5-4-5
24-10-11
5-3-9
19-6-5
0-0-6
34-8-0
4-8-1
29-8-7
4-11-3
34-7-10
5-5-5
19-6-5
5-6-1
25-0-7
6-11-4
14-1-0
7-1-12
7-1-12
13
-2-15
1-0-15 0-6-103-9-11
3-9-11
8-10
-10
12
-8-5
Scale = 1:115.1
Plate Offsets (X, Y):[2:0-8-6,Edge], [6:0-6-8,0-3-0], [8:0-1-8,0-2-0], [12:0-0-8,0-3-0]
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 0.93 Vert(LL)-0.28 15-16 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.40 15-16 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.11 12 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.33 15-16 >999 240
BCDL 7.0 Weight: 214 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* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-0-7, Right 2x4 DF Stud/
Std -- 2-5-9
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-8-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-9-0 oc
bracing.
WEBS 1 Row at midpt 8-19, 8-16, 9-16, 5-19
WEBS 2 Rows at 1/3 pts 7-19
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1814/0-5-8, (min. 0-1-15),
12=1895/0-7-0, (min. 0-2-1)
Max Horiz 2=-323 (LC 12)
Max Uplift 2=-706 (LC 14), 12=-745 (LC 14)
Max Grav 2=1814 (LC 1), 12=1918 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2136/1849, 3-4=-2041/1863,
4-21=-1925/1876, 5-21=-1756/1893,
5-6=-1609/1616, 6-7=-1602/1642,
7-22=-1453/1630, 22-23=-1670/1617,
8-23=-1691/1601, 8-9=-2522/2286,
9-10=-3577/3274, 10-11=-3715/3408,
11-24=-3719/3402, 12-24=-3774/3398
BOT CHORD 2-26=-1224/1440, 20-26=-1224/1440,
20-27=-1094/1374, 27-28=-1094/1374,
28-29=-1094/1374, 19-29=-1094/1374,
18-19=-1514/1869, 18-30=-1514/1869,
17-30=-1514/1869, 16-17=-1514/1869,
15-16=-2973/3362, 14-15=-3095/3434,
14-31=-3095/3434, 12-31=-3095/3434
WEBS 7-19=-1890/1597, 8-19=-1334/1269,
8-16=-1272/1150, 9-16=-1783/1746,
9-15=-350/312, 10-15=-496/184,
5-20=-477/254, 5-19=-665/577
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-10-8, Interior (1) 1-10-8 to 14-0-5, Exterior(2R) 14-0-5
to 18-11-2, Interior (1) 18-11-2 to 36-10-0 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 706 lb uplift at joint
2 and 745 lb uplift at joint 12.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A04 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:35 Page: 1
ID:y28X4WBjqCoSvhGOD2Mmt3zz?sd-zQjt8Ph53LnPpYajqNz8lYO?wmw?74d2grBStWzz_Y2
1012
412
=3x12
=5x6
=2x4
=3x4
=3x4
=3x6
=3x4
=4x4
=MT18HS 3x8
=3x4
=3x4
=3x4
=4x6
=4x6 =M18AHS 7x14
1
2
1826 27 17 16 1528 14 13 29 1225
111024193
94
82056
2321
22
7
T2
T1
T3
T4
W10B1B3B2
W8
W9
W2
W1
W3
W4
W5 W6
W7HW1
1-6-0
-1-6-0
2-1-7
34-9-7
4-4-13
4-4-13
4-10-11
9-3-7
4-9-9
14-1-0
5-4-13
24-10-11
5-4-13
19-5-13
7-9-5
32-8-0
0-0-6
32-8-0
5-4-13
19-5-13
5-6-9
25-0-7
6-10-12
14-1-0
7-2-4
7-2-4
7-7-3
32-7-10
13
-4-6
1-0-15 1-2-103-9-11
3-9-11
9-0-1
12
-9-12
Scale = 1:117.7
Plate Offsets (X, Y):[2:0-8-6,Edge], [8:0-1-8,0-1-8], [9:0-3-0,0-2-4], [12:Edge,0-3-8], [13:0-2-12,0-2-0]
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 0.77 Vert(LL)-0.18 16-18 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.25 16-18 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.06 12 n/a n/a M18AHS 169/162
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.25 12-13 >999 240
BCDL 7.0 Weight: 208 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W10,W9,W4:2x4
DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-0-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-3-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 4-2-3 oc
bracing.
WEBS 1 Row at midpt 10-13, 5-16, 7-16, 8-16,
8-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1724/0-5-8, (min. 0-1-13),
12=1791/0-7-0, (min. 0-1-15)
Max Horiz 2=-323 (LC 12)
Max Uplift 2=-672 (LC 14), 12=-703 (LC 14)
Max Grav 2=1724 (LC 1), 12=1826 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-19=-2011/1706, 3-19=-1922/1708,
3-4=-1919/1720, 4-20=-1804/1752,
5-20=-1614/1754, 5-6=-1479/1471,
6-21=-1467/1473, 7-21=-1364/1497,
7-22=-1325/1488, 22-23=-1364/1475,
8-23=-1582/1462, 8-9=-2251/1985,
9-24=-2888/2652, 10-24=-2982/2633,
10-12=-1767/1395
BOT CHORD 2-25=-1147/1364, 18-25=-1147/1364,
18-26=-1005/1276, 26-27=-1005/1276,
17-27=-1005/1276, 16-17=-1005/1276,
15-16=-1304/1654, 15-28=-1304/1654,
14-28=-1304/1654, 13-14=-2407/2747,
13-29=-328/499, 12-29=-328/499
WEBS 10-13=-2165/2383, 5-18=-484/270,
5-16=-647/562, 7-16=-1724/1448,
8-16=-1150/1056, 8-14=-998/875,
9-14=-1302/1318
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-8-1, Interior (1) 1-8-1 to 14-1-0, Exterior(2R) 14-1-0 to
17-4-3, Interior (1) 17-4-3 to 34-10-0 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 C; 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)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 672 lb uplift at joint
2 and 703 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A05 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:35 Page: 1
ID:BzcfG8gNjIVPsE2JmDbwACzz?tH-zQjt8Ph53LnPpYajqNz8lYO1Mmyd71Z2grBStWzz_Y2
1012
412
=3x12
=5x6
=2x4
=3x4
=3x4
=3x6
=4x4
=MT18HS 3x8
=3x4
=4x4
=4x6
=4x12
=5x6
=3x6
1
2
23 1624 2526 15 142728 29 13 30
12
111017223
94
81856
2119
20
7
T2
T1
T3
T4
W9
B1 B2
W4
W5 W6
W7
W8
W1
W2 W3
HW1
1-6-0
-1-6-0
2-1-7
32-9-7
4-4-13
4-4-13
4-10-11
9-3-7
4-9-9
14-1-0
5-4-13
24-10-11
5-9-5
30-8-0
5-4-13
19-5-13
0-0-6
30-8-0
5-7-3
30-7-10
6-10-12
14-1-0
7-2-4
7-2-4
10-11-7
25-0-7
13
-4-6
1-0-15 1-10-103-9-11
3-9-11
9-0-1
12
-9-12
Scale = 1:113.8
Plate Offsets (X, Y):[2:0-8-6,Edge], [8:0-1-4,0-2-0], [9:0-3-4,0-2-0], [10:0-3-0,0-1-12], [13:0-2-4,0-1-12]
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 0.61 Vert(LL)-0.51 13-15 >714 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.75 13-15 >489 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.05 12 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.76 13-15 >484 240
BCDL 7.0 Weight: 195 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* W4,W9:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-0-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-0-14 oc
bracing.
WEBS 1 Row at midpt 7-15, 8-15, 8-13, 10-13,
5-15
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1625/0-5-8, (min. 0-1-12),
12=1694/0-7-0, (min. 0-1-14)
Max Horiz 2=-318 (LC 12)
Max Uplift 2=-635 (LC 14), 12=-665 (LC 14)
Max Grav 2=1625 (LC 1), 12=1731 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-17=-1893/1563, 3-17=-1788/1567,
3-4=-1786/1580, 4-18=-1674/1614,
5-18=-1483/1616, 5-6=-1384/1369,
6-19=-1364/1372, 7-19=-1256/1395,
7-20=-1220/1384, 20-21=-1256/1372,
8-21=-1455/1358, 8-9=-2888/2721,
9-22=-2211/2040, 10-22=-2281/2027,
10-12=-1703/1436
BOT CHORD 2-23=-1087/1288, 16-23=-1087/1288,
16-24=-945/1187, 24-25=-945/1187,
25-26=-945/1187, 15-26=-945/1187,
14-15=-1062/1397, 14-27=-1062/1397,
27-28=-1062/1397, 28-29=-1062/1397,
13-29=-1062/1397
WEBS 7-15=-1596/1315, 8-15=-884/696,
8-13=-1506/1346, 9-13=-1408/1223,
10-13=-1922/2144, 5-16=-434/237,
5-15=-633/527
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-5-11, Interior (1) 1-5-11 to 14-1-0, Exterior(2R) 14-1-0
to 17-1-13, Interior (1) 17-1-13 to 32-10-0 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 C; 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)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 635 lb uplift at joint
2 and 665 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A06 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:36 Page: 1
ID:7MkPhqidFvl76XCiteeOFdzz?tF-RcHFMlijqfvGQi9wN4UNImwFjAEjsVABuVw?Pyzz_Y1
1012 7.0712
=3x12
=5x6
=2x4
=3x4
=3x4
=3x4
=3x4
=4x4
=MT18HS 3x8
=4x6
=3x4
=3x4
=5x6
=2x4
1
2
15 18 192014 13 21 12 22 23 11
3 10
4
9
856
16 17
7
T2
T1
T3
T4
W9
B1 B2
W6
W7 W8
W4
W5
W1
W2 W3
HW1
1-6-0
-1-6-0
4-0-6
23-9-0
4-4-13
4-4-13
4-10-11
9-3-7
4-9-9
14-1-0
4-3-14
28-0-15
5-7-10
19-8-10
5-9-6
19-10-6
6-10-12
14-1-0
7-2-4
7-2-4
8-2-9
28-0-15
13
-4-6
1-0-15 3-2-5
0-2-1
8-1-7
8-1-7
4-8-6
12
-9-12
Scale = 1:101.8
Plate Offsets (X, Y):[2:0-8-6,Edge], [11:0-3-0,0-3-0]
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 0.54 Vert(LL)-0.15 11-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.23 11-12 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.04 11 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.21 11-12 >999 240
BCDL 7.0 Weight: 189 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* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-0-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-11-8 oc
bracing.
WEBS 1 Row at midpt 9-11, 7-13, 8-13, 5-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1506/0-5-8, (min. 0-1-10),
11=1365/ Mechanical, (min. 0-1-8)
Max Horiz 2=345 (LC 11)
Max Uplift 2=-588 (LC 12), 11=-522 (LC 12)
Max Grav 2=1506 (LC 1), 11=1405 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1711/1101, 3-4=-1620/1112,
4-5=-1509/1149, 5-6=-1156/906,
6-16=-1144/909, 7-16=-1045/932,
7-17=-1044/903, 8-17=-1163/887,
8-9=-1326/978
BOT CHORD 2-15=-870/1171, 15-18=-733/1037,
18-19=-733/1037, 19-20=-733/1037,
14-20=-733/1037, 13-14=-733/1037,
13-21=-763/1082, 12-21=-763/1082,
12-22=-631/908, 22-23=-631/908,
11-23=-631/908
WEBS 9-12=-227/295, 9-11=-1431/919,
7-13=-1017/1001, 8-13=-489/466,
5-15=-410/308, 5-13=-514/452
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 14-1-0, Exterior(2R) 14-1-0
to 17-1-0, Interior (1) 17-1-0 to 27-11-3 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 588 lb uplift at joint
2 and 522 lb uplift at joint 11.
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 T Webb / Muir Home
J1815-21 A07 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:36 Page: 1
ID:bYIouAjF0Dt_khnuRL9doqzz?tE-RcHFMlijqfvGQi9wN4UNImwGkAJusbIBuVw?Pyzz_Y1
1012
7.0712
=3x12
=5x6
=2x4
=3x4
=3x4
=4x4
=3x4
=4x4
=4x12
=4x4
=3x4
=3x4
=4x4
=3x6
1
2
15 17 14 1819 13 20 12 11
3
4
10
5 96
16
87
T2
T1
T3
T4
W9
B1 B2
W8
W4W5
W6 W7
W1
W2 W3
HW1
0-9-11
14-10-11
1-6-0
-1-6-0
4-4-13
4-4-13
4-10-11
9-3-7
4-9-9
14-1-0
5-8-14
26-0-15
5-5-6
20-4-1
5-8-14
26-0-15
6-3-1
20-4-1
6-10-12
14-1-0
7-2-4
7-2-4
13
-4-6
1-0-15
5-6-10
12
-1-11
12
-1-11
0-8-1
12
-9-12
Scale = 1:101.8
Plate Offsets (X, Y):[2:0-8-6,Edge], [6:0-2-0,Edge], [8:0-2-0,0-0-8], [9:0-1-12,0-1-8], [10:0-1-8,0-2-0]
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 0.87 Vert(LL)-0.11 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.15 13-15 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.03 11 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.11 2-15 >999 240
BCDL 7.0 Weight: 196 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* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-0-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-9-12 oc
bracing.
WEBS 1 Row at midpt 7-13, 8-13, 9-13, 9-12,
5-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1409/0-5-8, (min. 0-1-8),
11=1267/ Mechanical, (min. 0-1-8)
Max Horiz 2=376 (LC 11)
Max Uplift 2=-548 (LC 12), 11=-487 (LC 12)
Max Grav 2=1409 (LC 1), 11=1291 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1575/976, 3-4=-1478/988,
4-5=-1369/1026, 5-6=-1001/769,
6-16=-989/771, 7-16=-888/795,
7-8=-865/805, 8-9=-932/724, 9-10=-894/658,
10-11=-1230/818
BOT CHORD 2-15=-905/1078, 15-17=-757/928,
14-17=-757/928, 14-18=-757/928,
18-19=-757/928, 13-19=-757/928,
13-20=-559/703, 12-20=-559/703
WEBS 10-12=-685/950, 7-13=-899/897,
8-13=-300/157, 9-12=-552/207,
5-15=-420/320, 5-13=-515/455
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 14-1-0, Exterior(2E) 14-1-0
to 14-10-11, Interior (1) 14-10-11 to 25-11-3 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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, with BCDL = 7.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 548 lb uplift at joint
2 and 487 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 T Webb / Muir Home
J1815-21 A08 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:37 Page: 1
ID:3ksA6WjtnX0rLrM4?3gsK2zz?tD-vprdZ4jMbz172rk6xn?crzTMIZgLb_7L79gZxOzz_Y0
1012
7.0712
=3x12
=5x6
=5x6
=2x4
=5x6
=3x4 =3x4
=4x4
=MT18HS 3x8
=3x4
=5x6
=3x4
1
2
15 16 12 111718 10 19 20 21
9
3
4
8
5
71314
6
T1
T2 T3
W7
B1 B2
W1
W2 W3
W4
W5 W6
HW1
1-6-0
-1-6-0
3-11-13
19-9-9
4-8-13
9-9-1
5-0-5
5-0-5
6-0-11
15-9-12
4-3-5
24-0-15
5-10-15
15-9-12
8-3-3
24-0-15
9-10-13
9-10-13
13
-3-15
1-0-15
7-10
-14
9-2-8
9-2-8
3-6-13
12
-9-5
Scale = 1:98
Plate Offsets (X, Y):[2:0-8-6,Edge], [5:0-5-0,0-3-0], [6:0-2-0,0-2-4], [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 0.45 Vert(LL)-0.30 2-12 >955 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.46 2-12 >628 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.02 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 2-12 >696 240
BCDL 7.0 Weight: 175 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* W7:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -- 3-5-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-4-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-1 oc
bracing.
WEBS 1 Row at midpt 5-10, 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=1311/0-5-8, (min. 0-1-8), 9=1168/
Mechanical, (min. 0-1-8)
Max Horiz 2=414 (LC 11)
Max Uplift 2=-506 (LC 12), 9=-454 (LC 12)
Max Grav 2=1317 (LC 2), 9=1229 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1444/823, 3-4=-1294/854,
4-5=-1168/865, 5-13=-741/623,
6-13=-638/635, 6-14=-581/640,
7-14=-704/627
BOT CHORD 2-15=-879/992, 15-16=-879/992,
12-16=-879/992, 11-12=-773/834,
11-17=-773/834, 17-18=-773/834,
10-18=-773/834, 10-19=-375/403,
19-20=-375/403, 20-21=-375/403,
9-21=-375/403
WEBS 5-12=-489/400, 5-10=-509/482,
6-10=-500/311, 7-10=-337/400,
7-9=-1036/768
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 15-9-12, Exterior(2R)
15-9-12 to 18-9-12, Interior (1) 18-9-12 to 23-11-3 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 506 lb uplift at joint
2 and 454 lb uplift at joint 9.
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 T Webb / Muir Home
J1815-21 A09 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:37 Page: 1
ID:XxPYJskVYq8iz?xHZmB5tFzz?tC-vprdZ4jMbz172rk6xn?crzTSxZd0b_BL79gZxOzz_Y0
1012
7.0712
=12x12
=5x6
=4x4
=4x6
=3x4
=3x4
=4x4
=4x4
=4x4
=10x10
=6x8
=MT18HS 3x8
1 14
13 12 17 11 18 1019 2021 9 22
8
2
315
16 4
5 7
6
T1
T2
T3
W1
W11
B1 B2
W3 W4
W5 W6
W7 W8
W9
W2
W10
1-6-0
-1-6-0
4-3-9
9-2-11
4-3-9
13-6-3
4-3-9
17-9-12
4-11-2
4-11-2
4-3-3
22-0-15
4-1-13
9-2-11
4-3-3
22-0-15
4-3-9
17-9-12
4-3-9
13-6-3
5-0-14
5-0-14
13
-3-15
1-0-15
10
-3-3
5-2-4
5-2-4
7-7-2
12
-9-5
Scale = 1:101.3
Plate Offsets (X, Y):[3:0-4-12,0-2-8], [4:0-1-12,0-1-8], [5:0-1-8,0-2-0], [7:0-2-12,0-2-0], [8:Edge,0-3-8], [10:0-1-12,0-2-0], [13:0-2-0,0-1-12], [14:Edge,0-10-6]
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 0.70 Vert(LL)-0.10 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.14 10-11 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.10 10-11 >999 240
BCDL 7.0 Weight: 198 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* W11:2x4 DF
2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-10, 5-10, 5-9, 6-9, 7-8,
7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=2744/ Mechanical, (min. 0-1-8),
14=2014/0-5-8, (min. 0-2-2)
Max Horiz 14=462 (LC 7)
Max Uplift 8=-1465 (LC 8), 14=-983 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2303/1108, 3-15=-2141/1137,
15-16=-1998/1110, 4-16=-1871/1062,
4-5=-1711/985, 5-6=-1048/668,
6-7=-1027/678, 2-14=-1949/936,
7-8=-2528/1378
BOT CHORD 13-14=-508/415, 12-13=-1048/1771,
12-17=-1048/1771, 11-17=-1048/1771,
11-18=-1041/1795, 10-18=-1041/1795,
10-19=-855/1426, 19-20=-855/1426,
20-21=-855/1426, 9-21=-855/1426
WEBS 4-11=-209/322, 4-10=-729/389,
5-10=-872/1389, 5-9=-1487/877,
6-9=-592/710, 2-13=-710/1516,
7-9=-1144/2074
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 983 lb uplift at joint
14 and 1465 lb uplift at joint 8.
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 be
provided sufficient to support concentrated load(s) 153 lb
down and 113 lb up at 4-11-2, and 133 lb down and 110
lb up at 5-4-7, and 208 lb down and 145 lb up at 8-2-6
on top chord, and 84 lb down at 4-11-2, 69 lb down at
5-4-7, 73 lb down at 8-2-6, 403 lb down and 261 lb up at
11-0-5, 501 lb down and 328 lb up at 13-10-5, and 623
lb down and 388 lb up at 16-8-4, and 706 lb down and
404 lb up at 19-6-3 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
11)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-84, 2-3=-84, 3-6=-84, 6-7=-84, 8-14=-14
Concentrated Loads (lb)
Vert: 13=-13 (F), 15=-76 (F), 16=-160 (F), 17=-27 (F),
18=-403 (F), 19=-501 (F), 21=-599 (F), 22=-697 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 A10 11Roof Special Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:38 Page: 1
ID:JkQ?ZP1BfWH9TrL4WW8yOXzz?sp-N?P?nQk_MG9_g?JIVVWrNB0akz_MKOHUMpP6Urzz_Y?
1012
=5x6
=4x4
=3x4
=3x6
=6x8
=3x4
=5x6
=4x8
=4x4
=3x4
=4x8
=5x6
=3x4
=4x8
=3x6
=3x4
=4x4 =MT20HS 12x12
11119
18 63 1764 656616 67 15 6869 1470 7172 73 1374 75
12
102
93
4 8
756
T2
T1
T3
T2
T1
W1 W1B1B1B2
W5 W5
W4 W7
W6 W6
W3 W4
W2 W8
ST14
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST4
ST5ST3
ST2
ST1
ST12
ST13
ST10
ST11
ST15
ST16
ST17
ST18
ST19
ST20 ST3
ST2
ST1
1-6-0
-1-6-0
1-6-0
36-8-0
3-10-8
17-7-0
3-10-8
21-5-8
6-11-1
13-8-8
6-9-2
35-2-0
6-11-5
28-4-14
6-9-6
6-9-6
6-2-2
28-4-14
6-1-14
12-11-4
6-9-2
35-2-0
6-9-6
6-9-6
9-3-8
22-2-12
13
-0-10
1-0-15
12
-6-0
Scale = 1:101.8
Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-1-8,0-1-8], [5:0-4-0,0-1-12], [6:0-1-12,0-1-8], [7:0-4-4,0-2-0], [9:0-1-8,0-1-8], [12:Edge,0-10-6], [17:0-4-0,0-3-12]
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 0.99 Vert(LL)-0.15 14-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.21 14-17 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.86 Horz(CT)0.01 12 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.20 14-17 >999 240
BCDL 7.0 Weight: 423 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* W6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-9 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 5-17, 9-14, 6-17, 6-14,
3-17
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=1823/0-3-8, (min. 0-1-15),
17=2902/0-5-8, (min. 0-3-2),
19=534/0-5-8, (min. 0-1-8)
Max Horiz 19=-349 (LC 6)
Max Uplift 12=-974 (LC 8), 17=-1637 (LC 8),
19=-286 (LC 22)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-292/203, 4-5=-111/477, 6-7=-781/612,
7-8=-1002/734, 8-9=-1189/709,
9-10=-1915/1023, 2-19=-472/252,
10-12=-1636/834
BOT CHORD 18-19=-321/447, 18-63=-314/284,
17-63=-314/284, 17-64=-134/399,
64-65=-134/399, 65-66=-134/399,
16-66=-134/399, 16-67=-134/399,
15-67=-134/399, 15-68=-134/399,
68-69=-134/399, 14-69=-134/399,
14-70=-598/1343, 70-71=-598/1343,
71-72=-598/1343, 72-73=-598/1343,
13-73=-598/1343, 13-74=-227/425,
74-75=-227/425, 12-75=-227/425
WEBS 5-17=-635/176, 7-14=-319/266,
9-14=-892/598, 9-13=-441/528,
6-17=-1466/813, 6-14=-760/1221,
3-17=-502/375, 2-18=-207/265,
10-13=-446/929
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; 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
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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 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, with BCDL = 7.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 286 lb uplift at joint
19, 1637 lb uplift at joint 17 and 974 lb uplift at joint 12.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
14)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 144 lb
down and 128 lb up at 13-3-4, 144 lb down and 128 lb
up at 15-1-4, 144 lb down and 128 lb up at 17-1-4, 144
lb down and 128 lb up at 19-1-4, 144 lb down and 128 lb
up at 21-1-4, 144 lb down and 128 lb up at 23-1-4, 144
lb down and 128 lb up at 25-1-4, 144 lb down and 128 lb
up at 27-1-4, and 144 lb down and 128 lb up at 29-1-4,
and 372 lb down and 265 lb up at 31-1-4 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
15)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: 1-2=-84, 2-5=-84, 5-7=-84, 7-10=-84,
10-11=-84, 12-19=-14
Concentrated Loads (lb)
Vert: 15=-133 (F), 64=-133 (F), 66=-133 (F), 67=-133
(F), 69=-133 (F), 70=-133 (F), 71=-133 (F), 73=-133
(F), 74=-133 (F), 75=-347 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 B1G 11Piggyback Base Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:38 Page: 1
ID:uRGIVBCzMp2A8_QmLTOEyUzz?sb-N?P?nQk_MG9_g?JIVVWrNB0VFz_oKPyUMpP6Urzz_Y?
1012
=3x6
=5x6
=4x4
=3x4
=3x6
=5x8
=5x6
=3x6
=3x4
=3x6
=5x6
=5x8
=3x6
=3x4
=4x4
=5x6
=3x6
111191824251726271628291530311432331312
102
93
4 8
2320
7521226
T2
T1
T3
T2
T1
W1 W1B1B1B2
W3 W4
W5 W5
W4 W3
W6 W6
W2 W2
1-6-0
-1-6-0
1-6-0
36-8-0
3-10-8
17-7-0
3-10-8
21-5-8
6-8-8
13-8-8
6-8-8
28-2-0
7-0-0
35-2-0
7-0-0
7-0-0
5-11-4
28-2-0
5-11-4
12-11-4
7-0-0
35-2-0
7-0-0
7-0-0
9-3-8
22-2-12
13
-0-10
1-0-15
12
-6-0
Scale = 1:97.7
Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-1-8,0-1-8], [5:0-4-4,0-2-0], [7:0-4-4,0-2-0], [9:0-1-8,0-1-8], [10:0-3-0,0-1-8], [14:0-4-0,0-2-12], [17:0-4-0,0-2-12]
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 0.71 Vert(LL)-0.27 14-17 >968 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.37 14-17 >709 240
TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.01 12 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 14-17 >970 240
BCDL 7.0 Weight: 239 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
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-14 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 3-17, 5-17, 7-14, 9-14,
6-17, 6-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=1143/0-3-8, (min. 0-1-8),
17=1944/0-5-8, (min. 0-2-3),
19=624/0-5-8, (min. 0-1-8)
Max Horiz 19=-352 (LC 10)
Max Uplift 12=-439 (LC 12), 17=-776 (LC 12),
19=-231 (LC 12)
Max Grav 12=1143 (LC 1), 17=2047 (LC 2),
19=624 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-424/156, 5-20=-50/380, 6-22=-429/497,
7-22=-431/497, 7-23=-553/559,
8-23=-578/540, 8-9=-729/526,
9-10=-1128/698, 2-19=-576/216,
10-12=-1094/607
BOT CHORD 18-19=-346/456, 18-24=-236/342,
24-25=-236/342, 17-25=-236/342,
17-26=-120/256, 26-27=-120/256,
16-27=-120/256, 16-28=-120/256,
28-29=-120/256, 15-29=-120/256,
15-30=-120/256, 30-31=-120/256,
14-31=-120/256, 14-32=-370/741,
32-33=-370/741, 13-33=-370/741
WEBS 3-18=-297/234, 3-17=-565/501,
5-17=-560/175, 9-14=-513/461,
6-17=-932/633, 6-14=-564/674,
10-13=-196/514
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-11-1, Interior (1) 1-11-1 to 13-8-8, Exterior(2R) 13-8-8
to 17-2-11, Interior (1) 17-2-11 to 21-5-8, Exterior(2R)
21-5-8 to 24-11-12, Interior (1) 24-11-12 to 36-9-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 231 lb uplift at joint
19, 776 lb uplift at joint 17 and 439 lb uplift at joint 12.
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 T Webb / Muir Home
J1815-21 B2 12Piggyback Base Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:39 Page: 1
ID:XxPYJskVYq8iz?xHZmB5tFzz?tC-rBzO_mkc7aHrH9tU3C14wOYkMNJp3xvebT9f0Hzz_Y_
1012
=4x8
=4x6
=MT18HS 3x8
=4x4
=3x4
=8x10
=MT18HS 3x8
=7x8
=2x4
1
10 11 912 13 814 15
7
2
3
4
5
6
T2
T1
W5
B1
W1 W2
W3 W4
HW1
4-2-5
8-8-3
4-5-13
4-5-13
4-5-13
13-2-0
4-2-5
8-8-3
4-5-13
13-2-0
4-5-13
4-5-13
12
-0-10
1-0-15
12
-0-10
Scale = 1:85.7
Plate Offsets (X, Y):[1:0-5-10,0-0-4], [3:0-0-8,0-2-0], [5:0-2-4,0-1-8], [7:Edge,0-5-4], [8:0-3-8,0-5-12], [9:0-5-12,0-1-8]
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 0.50 Vert(LL)-0.06 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.09 8-9 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT)0.01 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.05 8-9 >999 240
BCDL 7.0 Weight: 232 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E -- 2-10-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-5-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 6-7, 5-7
REACTIONS (lb/size)1=5464/0-5-8, (min. 0-2-15),
7=4896/0-5-8, (min. 0-2-10)
Max Horiz 1=367 (LC 8)
Max Uplift 1=-1868 (LC 8), 7=-1980 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-5425/1756, 2-3=-5313/1785,
3-4=-2897/920, 4-5=-2859/941
BOT CHORD 1-10=-1601/3915, 10-11=-1601/3915,
9-11=-1601/3915, 9-12=-1601/3915,
12-13=-1601/3915, 8-13=-1601/3915,
8-14=-881/2196, 14-15=-881/2196,
7-15=-881/2196
WEBS 3-9=-1271/3246, 3-8=-2469/1035,
5-8=-2070/5289, 5-7=-4512/1809
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 0-6-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1980 lb uplift at
joint 7 and 1868 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.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1514
lb down and 560 lb up at 1-1-4, 1514 lb down and 560 lb
up at 3-1-4, 1514 lb down and 560 lb up at 5-1-4, 1514
lb down and 560 lb up at 7-1-4, and 1514 lb down and
560 lb up at 9-1-4, and 1514 lb down and 560 lb up at
11-1-4 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: 1-6=-84, 1-7=-14
Concentrated Loads (lb)
Vert: 10=-1514 (B), 11=-1514 (B), 12=-1514 (B),
13=-1514 (B), 14=-1514 (B), 15=-1514 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 B3 21Monopitch Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:40 Page: 1
ID:uRGIVBCzMp2A8_QmLTOEyUzz?sb-JOXmC6lEuuPivJShcwZJSc5zQnhkoLinp7uDXjzz_Xz
1012
=5x6
=5x6
=4x4
=MT18HS 3x8
=3x4
=3x4
=MT18HS 3x8
=MT20HS 8x12
=MT18HS 3x8
=3x4
=2x4
=5x6
=5x6
=3x12
92122231413122411252610
8
20
7
196
5
18
1 2 41516173
T1 T2
T3
T4
W1
B1 B2
W3 W3
W5 W6
W2 W4 W4
HW2
1-0-0
1-0-0
1-6-0
23-11-8
3-10-8
4-10-8
3-10-8
8-9-0
6-8-8
15-5-8
7-0-0
22-5-8
1-1-12
1-1-12
6-10-4
15-5-8
7-0-0
22-5-8
7-5-9
8-7-4
13
-0-10
11
-8-0
1-0-15
12
-6-0
Scale = 1:122.4
Plate Offsets (X, Y):[1:0-3-4,0-1-4], [2:0-2-0,0-1-13], [4:0-1-13,Edge], [6:0-1-8,0-1-8], [8:0-8-6,Edge], [13:0-2-12,0-1-8]
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 0.90 Vert(LL)-0.14 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.19 11-13 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.03 8 n/a n/a MT18HS 220/195
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 11-13 >999 240
BCDL 7.0 Weight: 201 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,W4:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -- 4-8-10
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 9-2-7 oc
bracing.
WEBS 1 Row at midpt 2-13, 4-11, 6-11, 1-14,
1-13, 3-13, 3-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1232/0-3-8, (min. 0-1-14),
14=1089/0-5-8, (min. 0-1-8)
Max Horiz 14=-472 (LC 12)
Max Uplift 8=-465 (LC 14), 14=-538 (LC 10)
Max Grav 8=1759 (LC 33), 14=1315 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-413/536, 2-15=-212/287,
15-16=-212/287, 3-16=-212/288,
3-17=-624/566, 4-17=-625/566,
4-18=-814/643, 5-18=-816/626,
5-6=-1197/618, 6-19=-1361/859,
7-19=-1437/856, 7-20=-1869/827,
8-20=-2031/826, 1-14=-1352/1126
BOT CHORD 13-14=-392/506, 13-21=-218/520,
21-22=-218/520, 22-23=-218/520,
12-23=-218/520, 12-24=-218/520,
11-24=-218/520, 11-25=-485/1285,
25-26=-485/1285, 10-26=-485/1285,
8-10=-485/1285
WEBS 2-13=-452/312, 4-11=-254/159,
6-11=-915/510, 6-10=-320/280,
1-13=-1023/1233, 3-13=-1023/722,
3-11=-620/880
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 12-10-4 to
13-8-8, Exterior(2R) 13-8-8 to 16-8-8, Interior (1) 16-8-8
to 21-5-8, Exterior(2R) 21-5-8 to 24-5-8, Interior (1)
24-5-8 to 36-9-2 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 538 lb uplift at joint
14 and 465 lb uplift at joint 8.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 B4 12Piggyback Base Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:40 Page: 1
ID:07zwWCl7J8GZb9WT6UiKPTzz?tB-JOXmC6lEuuPivJShcwZJSc5s9ngzoMqnp7uDXjzz_Xz
1012
=MT18HS 3x8
=4x4
=MT18HS 3x8
=4x4
=4x4
=2x4
1
7 6 8
5
2
3
4
T1 W3
B1
W1 W2
HW1
4-1-12
4-1-12
4-1-12
8-3-8
4-1-12
4-1-12
4-1-12
8-3-8
7-11
-14
1-0-15
7-11
-14
Scale = 1:73.6
Plate Offsets (X, Y):[3:0-0-12,0-2-0], [6:0-4-12,0-1-8]
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 0.45 Vert(LL)-0.03 1-6 >999 360 MT18HS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.05 1-6 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(CT)0.01 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.03 1-6 >999 240
BCDL 7.0 Weight: 121 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
SLIDER Left 2x6 DF 1800F 1.6E -- 2-9-1
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)1=3591/0-3-8, (min. 0-1-15),
5=2323/0-5-8, (min. 0-1-8)
Max Horiz 1=289 (LC 7)
Max Uplift 1=-1332 (LC 8), 5=-968 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-2439/877, 2-3=-2338/888
BOT CHORD 1-7=-723/1656, 6-7=-723/1656,
6-8=-723/1656, 5-8=-723/1656
WEBS 3-6=-1180/3043, 3-5=-2375/992
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-6-0 oc,
Except member 3-5 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1332 lb uplift at
joint 1 and 968 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.
10)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1293
lb down and 486 lb up at 0-0-0, 1286 lb down and 480 lb
up at 2-0-12, and 1286 lb down and 480 lb up at
4-0-12, and 1286 lb down and 480 lb up at 6-0-12 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: 1-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 1=-1284 (F), 6=-1277 (F), 7=-1277 (F), 8=-1277
(F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 B5 21Monopitch Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:41 Page: 1
ID:MdqgiXDb77A1m8?zuAvUUhzz?sa-na48PSmsfBXZXT1tAd4Y?pe7rB0FXpix2nem3Azz_Xy
1012
=3x12
=5x6
=5x6
=2x4
=3x4
=3x4
=3x4
=3x4
=4x6
=4x4
=4x8
=3x6
=7x8
=4x4
=3x4
=3x6
=5x6
=5x6
=MT20HS 7x10
1
17 16 15 14 18 19 13 20 2112 22
11
102
93
4 8
75
6
T2
T1
T2
T3
B1 B2
W1 W2
W3 W4
W5
W6 W7
W8 W9
HW1 HW2
4-6-3
9-3-13
4-7-3
23-0-5
4-9-11
4-9-11
4-6-3
13-10-0
4-7-3
18-5-3
4-10-11
27-11-0
4-6-3
13-10-0
4-6-3
9-3-13
4-7-3
18-5-3
4-7-3
23-0-5
4-9-11
4-9-11
4-10-11
27-11-0
1-3-7 1-0-15
12
-9-12
Scale = 1:85.9
Plate Offsets (X, Y):[3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [6:0-2-0,0-1-8], [7:0-1-12,0-1-8], [8:0-2-0,Edge], [9:0-1-8,0-1-8], [12:0-4-0,0-1-8], [13:0-3-8,0-4-12]
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 0.99 Vert(LL)-0.18 13-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.24 13-14 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.05 11 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.16 13-14 >999 240
BCDL 7.0 Weight: 442 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 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -- 3-3-13, Right 2x8 DF SS --
3-2-14
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 6-14, 7-14
REACTIONS (lb/size)1=3143/0-2-8, (min. 0-1-11),
11=6058/0-5-8, (min. 0-3-4)
Max Horiz 1=299 (LC 7)
Max Uplift 1=-1357 (LC 8), 11=-2540 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-4060/1726, 2-3=-3920/1744,
3-4=-3830/1742, 4-5=-3777/1759,
5-6=-3800/1841, 6-7=-3806/1842,
7-8=-5834/2693, 8-9=-5896/2676,
9-10=-7369/3156, 10-11=-7498/3135
BOT CHORD 1-17=-1150/2791, 16-17=-1150/2791,
15-16=-1161/2907, 14-15=-1161/2907,
14-18=-1868/4508, 18-19=-1868/4508,
13-19=-1868/4508, 13-20=-2211/5371,
20-21=-2211/5371, 12-21=-2211/5371,
12-22=-2211/5371, 11-22=-2211/5371
WEBS 3-16=-189/264, 5-16=-312/264,
5-14=-262/413, 6-14=-2248/4370,
7-14=-3581/1703, 7-13=-1903/4070,
9-13=-1267/492, 9-12=-707/2012
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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 at joint(s) 1.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1357 lb uplift at
joint 1 and 2540 lb uplift at joint 11.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 2750
lb down and 1446 lb up at 16-10-11, 1188 lb down and
435 lb up at 19-8-11, and 1250 lb down and 468 lb up at
22-6-10, and 1364 lb down and 503 lb up at 25-4-9 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: 1-6=-84, 6-11=-84, 1-11=-14
Concentrated Loads (lb)
Vert: 19=-2724 (B), 20=-1148 (B), 21=-1247 (B),
22=-1345 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 C1 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:41 Page: 1
ID:rpO2wtEDuRItOIZ9StQj1vzz?sZ-na48PSmsfBXZXT1tAd4Y?pe?PBwAXk8x2nem3Azz_Xy
1012
=2x4
=4x4
=3x4
=4x4
=3x4
=3x4
=4x4
=MT18HS 3x8
=3x6
=3x4
=2x4
=5x6
=5x6
=3x12
914
1317 181912 11 2021 10
81
7
2
3 6
5
15 16
4
T2
T1
T3
T4
W1 B1 B2
W3 W4
W5
W6 W7
W2
HW2
1-6-0
29-5-0
6-11-4
6-11-4
6-10-12
20-8-12
6-10-12
13-10-0
7-2-4
27-11-0
0-2-12
5-3-12
5-1-0
5-1-0
6-10-12
20-8-12
7-2-4
27-11-0
8-6-4
13-10-0
13
-4-6
1-3-7 1-0-15
12
-9-12
Scale = 1:113.7
Plate Offsets (X, Y):[1:0-0-12,0-1-8], [4:0-2-0,0-1-8], [6:0-1-8,0-1-8], [8:0-8-6,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 0.61 Vert(LL)-0.15 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.21 11-13 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.18 11-13 >999 240
BCDL 7.0 Weight: 171 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 Right 2x8 DF SS -- 4-10-2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-3-8 oc
bracing.
WEBS 1 Row at midpt 3-13, 4-11, 6-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1251/0-5-8, (min. 0-1-8),
13=1342/0-5-8, (min. 0-1-9),
14=263/ Mechanical, (min. 0-1-8)
Max Horiz 14=-326 (LC 10)
Max Uplift 8=-483 (LC 12), 13=-558 (LC 12),
14=-63 (LC 12)
Max Grav 8=1251 (LC 1), 13=1459 (LC 2),
14=263 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-15=-849/598, 4-15=-639/614,
4-16=-630/609, 5-16=-642/592,
5-6=-840/585, 6-7=-1029/821, 7-8=-1364/788
BOT CHORD 13-14=-298/358, 13-17=-147/407,
17-18=-147/407, 18-19=-147/407,
12-19=-147/407, 11-12=-147/407,
11-20=-468/855, 20-21=-468/855,
10-21=-468/855, 8-10=-468/855
WEBS 3-13=-1243/745, 3-11=-173/316,
4-11=-590/394, 6-11=-543/500,
6-10=-319/285
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-4-12 to
3-4-12, Interior (1) 3-4-12 to 14-1-0, Exterior(2R) 14-1-0
to 17-1-0, Interior (1) 17-1-0 to 29-9-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 63 lb uplift at joint
14, 558 lb uplift at joint 13 and 483 lb uplift at joint 8.
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 T Webb / Muir Home
J1815-21 C2 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:41 Page: 1
ID:UJXIkYmm4SOQCI5fgBDZygzz?tA-na48PSmsfBXZXT1tAd4Y?pe5LB1sXtbx2nem3Azz_Xy
412
1012
=4x6 =2x4
=5x6
=4x6
=6x8
=3x4
=4x6
=MT18HS 3x8
=2x4
=5x8
=5x6
=5x6
=3x12
912
22 14 13 2324 12 11 2526 10 27
815321
7
64
16 20
17
18 19
5
T1
T3
T2
T4
T5
B1 B2
W1
W5
W6 W7W4W3
W2
HW2
1-6-0
-1-6-0
1-6-0
32-10-0
3-9-5
3-9-5
6-8-13
10-6-3
6-8-13
17-3-0
6-10-12
24-1-12
7-2-4
31-4-0
3-7-9
3-7-9
6-8-13
17-3-0
6-10-9
10-6-3
6-10-12
24-1-12
7-2-4
31-4-0
13
-4-6
0-3-15 1-0-151-7-1
1-7-1
11
-2-12
12
-9-12
Scale = 1:101.5
Plate Offsets (X, Y):[2:0-2-6,Edge], [4:0-4-0,Edge], [6:0-4-0,0-3-0], [8:0-8-6,Edge], [13:0-3-0,0-1-8]
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 0.90 Vert(LL)-0.27 13-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.39 13-14 >947 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.10 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.34 13-14 >999 240
BCDL 7.0 Weight: 185 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4:2x4 DF 2400F 2.0E
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 Right 2x8 DF SS -- 4-10-2
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 3-4-9 oc
bracing.
WEBS 1 Row at midpt 5-11, 6-11, 4-11, 3-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1674/0-5-8, (min. 0-1-13),
8=1657/0-5-8, (min. 0-1-12)
Max Horiz 2=320 (LC 13)
Max Uplift 2=-654 (LC 14), 8=-646 (LC 14)
Max Grav 2=1699 (LC 19), 8=1657 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-4043/3659, 3-15=-4015/3668,
3-4=-2298/1943, 4-16=-1491/1346,
16-17=-1315/1357, 17-18=-1264/1363,
5-18=-1261/1379, 5-19=-1246/1364,
19-20=-1261/1345, 6-20=-1431/1336,
6-7=-1775/1657, 7-21=-1774/1623,
8-21=-1950/1620
BOT CHORD 2-22=-3398/3799, 14-22=-3398/3799,
13-14=-3367/3789, 13-23=-1320/1662,
23-24=-1320/1662, 12-24=-1320/1662,
11-12=-1320/1662, 11-25=-1057/1311,
25-26=-1057/1311, 10-26=-1057/1311,
10-27=-1051/1308, 8-27=-1051/1308
WEBS 3-14=-272/168, 5-11=-1500/1181,
6-11=-579/603, 6-10=-430/298,
4-11=-1106/995, 4-13=-821/676,
3-13=-2209/2093
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-9 to
1-7-1, Interior (1) 1-7-1 to 17-3-0, Exterior(2R) 17-3-0 to
20-4-10, Interior (1) 20-4-10 to 32-11-2 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 C; 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)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 654 lb uplift at joint
2 and 646 lb uplift at joint 8.
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 T Webb / Muir Home
J1815-21 C3 15Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:42 Page: 1
ID:M5npavpG8gurhwOQv1IV6Wzz?t6-GmeWconUQVfQ9dc3kLbnY1ABgaHKGEg4HRNKcczz_Xx
412
1012
=4x6
=2x4
=5x6
=4x4
=6x8
=3x4
=MT18HS 3x8
=4x6
=6x8
=4x4
=4x4
=3x6
1
12 11 2021 10 9 2223 8 24
7
6132
19
53
1415 18
16 17
4
T1
T2
T3
T5
T4
W9B1B2
W1
W5
W7W6W3W4
W2 W8
3-6-5
3-6-5
6-10-9
10-4-15
6-7-1
17-0-0
6-9-0
23-9-0
7-1-0
30-10-0
3-4-9
3-4-9
6-8-13
17-0-0
6-10-9
10-3-3
6-10-12
23-10-12
6-11-4
30-10-0
12
-9-12
0-4-15 1-3-70-4-151-7-1
1-7-1
11
-2-12
12
-9-12
Scale = 1:89.5
Plate Offsets (X, Y):[3:0-4-0,Edge], [5:0-4-0,Edge], [6:0-0-12,0-1-8], [7:Edge,0-3-8], [11:0-1-12,0-1-8]
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 0.88 Vert(LL)-0.25 11-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.37 11-12 >994 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.08 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.33 11-12 >999 240
BCDL 7.0 Weight: 176 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4:2x4 DF 2400F 2.0E
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
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 3-4-9 oc
bracing.
WEBS 1 Row at midpt 4-9, 5-9, 3-9, 2-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1501/ Mechanical, (min. 0-1-8),
7=1501/0-2-0, (min. 0-1-10)
Max Horiz 1=322 (LC 13)
Max Uplift 1=-574 (LC 14), 7=-574 (LC 14)
Max Grav 1=1528 (LC 18), 7=1512 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-3965/3655, 2-13=-3903/3661,
2-3=-2206/1915, 3-14=-1468/1318,
14-15=-1385/1321, 15-16=-1232/1335,
4-16=-1228/1351, 4-17=-1227/1346,
17-18=-1228/1329, 5-18=-1417/1312,
5-19=-1644/1548, 6-19=-1782/1527,
6-7=-1454/1215
BOT CHORD 1-12=-3410/3695, 11-12=-3378/3682,
11-20=-1388/1637, 20-21=-1388/1637,
10-21=-1388/1637, 9-10=-1388/1637,
9-22=-1093/1273, 22-23=-1093/1273,
8-23=-1093/1273
WEBS 2-12=-290/171, 4-9=-1482/1166,
5-8=-287/204, 5-9=-567/572, 3-11=-808/654,
3-9=-1034/987, 2-11=-2099/2095,
6-8=-873/1142
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-12 to
3-4-12, Interior (1) 3-4-12 to 17-3-0, Exterior(2R) 17-3-0
to 20-4-0, Interior (1) 20-4-0 to 30-11-4 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)Unbalanced snow loads have been considered for this
design.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 7.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 574 lb uplift at joint
1 and 574 lb uplift at joint 7.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 C4 16Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:42 Page: 1
ID:ITua_bqXgI8ZwDYp1SKzBxzz?t4-GmeWconUQVfQ9dc3kLbnY1ACsaIhGEq4HRNKcczz_Xx
1012
=3x6
=4x4
=4x4
=5x8
=3x4
=MT18HS 3x8
=4x4
=2x4
=5x6
=5x6
=5x6
=3x12
71211151610917188
6
1
5
42
1413
3
T1
T2 T3
T4
W1
B1 B2
W5
W7W6W3W4
W2
HW2
1-6-0
28-6-0
6-3-15
6-3-15
6-7-1
12-11-0
6-9-0
19-8-0
7-4-0
27-0-0
6-2-3
6-2-3
6-8-13
12-11-0
6-10-12
19-9-12
7-2-4
27-0-0
13
-4-6
2-0-10 1-0-15
0-3-8
0-3-8
12
-6-4
12
-9-12
Scale = 1:101.8
Plate Offsets (X, Y):[1:0-1-0,0-1-12], [2:0-4-0,0-3-0], [3:0-2-0,0-1-8], [4:0-2-12,0-3-4], [6:0-8-6,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 0.57 Vert(LL)-0.08 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.12 8-9 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.03 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.11 6-8 >999 240
BCDL 7.0 Weight: 171 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 Right 2x8 DF SS -- 4-10-2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-11-13 oc
bracing.
WEBS 1 Row at midpt 3-9, 4-9, 2-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=1454/0-5-8, (min. 0-1-9),
12=1312/0-5-8, (min. 0-1-8)
Max Horiz 12=-336 (LC 10)
Max Uplift 6=-569 (LC 12), 12=-501 (LC 12)
Max Grav 6=1454 (LC 1), 12=1326 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1375/928, 2-13=-1138/839,
3-13=-954/856, 3-14=-943/854,
4-14=-1137/836, 4-5=-1357/1075,
5-6=-1658/1040, 1-12=-1272/817
BOT CHORD 11-12=-294/323, 11-15=-562/1009,
15-16=-562/1009, 10-16=-562/1009,
9-10=-562/1009, 9-17=-656/1096,
17-18=-656/1096, 8-18=-656/1096,
6-8=-651/1092
WEBS 3-9=-896/794, 4-8=-331/298, 4-9=-526/493,
2-9=-389/367, 1-11=-611/949
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 1-3-12 to
4-3-12, Interior (1) 4-3-12 to 14-1-0, Exterior(2R) 14-1-0
to 17-1-0, Interior (1) 17-1-0 to 29-9-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 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 501 lb uplift at joint
12 and 569 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 T Webb / Muir Home
J1815-21 C5 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:43 Page: 1
ID:nfSyCxr9QbGQYN7?a9rCk9zz?t3-kzCuq8n6BpnGmmBGI2604EjSV_kt?m3DV57t82zz_Xw
1012
=4x12
=4x6
=2x4
=7x8
=4x6
=4x6 =3x6
=MT18HS 3x8 =4x6
=7x8
=2x4
=4x6
=4x12
1 11
2
15 22 14 23 13 24 25 26 12
10
2116
3 9
4 8
618 191720 75
T1
T2
T1
B1 B2
W1
W2 W3 W4 W3 W2
W1
HW1 HW1
1-6-0
-1-6-0
1-6-0
28-4-0
3-8-8
22-6-8
3-8-8
8-0-0
5-5-0
18-10-0
5-5-0
13-5-0
4-3-8
4-3-8
4-3-8
26-10-0
5-6-12
18-11-12
5-6-12
13-5-0
7-10-4
26-10-0
7-10-4
7-10-4
8-3-9
1-0-15
0-1-15
7-7-0
7-7-0
0-1-15
7-8-15
Scale = 1:78.1
Plate Offsets (X, Y):[2:0-8-6,Edge], [5:0-3-0,0-1-8], [7:0-3-0,0-1-8], [10:0-8-6,Edge], [12:0-4-0,0-4-12], [13:0-4-8,0-1-8], [15:0-4-0,0-4-12]
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 0.82 Vert(LL)-0.11 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.15 13-15 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.04 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.11 13-15 >999 240
BCDL 7.0 Weight: 367 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
SLIDER Left 2x6 DF 1800F 1.6E -- 2-10-8, Right 2x6
DF 1800F 1.6E -- 2-10-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-14 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)2=3376/0-3-8, (min. 0-2-1),
10=3376/0-3-8, (min. 0-2-1)
Max Horiz 2=-190 (LC 8)
Max Uplift 2=-1906 (LC 10), 10=-1906 (LC 10)
Max Grav 2=3849 (LC 29), 10=3849 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-4744/2443, 3-16=-4500/2451,
3-4=-4495/2462, 4-5=-4356/2486,
5-17=-3356/1960, 17-18=-3357/1960,
6-18=-3362/1959, 6-19=-3362/1959,
19-20=-3357/1960, 7-20=-3356/1960,
7-8=-4356/2486, 8-9=-4495/2462,
9-21=-4500/2451, 10-21=-4744/2443
BOT CHORD 2-15=-1680/3194, 15-22=-2152/4303,
14-22=-2152/4303, 14-23=-2152/4303,
13-23=-2152/4303, 13-24=-2152/4303,
24-25=-2152/4303, 25-26=-2152/4303,
12-26=-2152/4303, 10-12=-1641/3194
WEBS 4-15=-247/421, 5-15=-1446/2244,
6-15=-1549/701, 6-13=-929/1409,
6-12=-1549/701, 7-12=-1446/2244,
8-12=-247/422
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; 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 C; 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 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.
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 rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1906 lb uplift at
joint 2 and 1906 lb uplift at joint 10.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
14)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1059
lb down and 773 lb up at 8-0-0, 347 lb down and 226 lb
up at 10-0-12, 347 lb down and 226 lb up at 12-0-12,
347 lb down and 226 lb up at 13-5-0, 347 lb down and
226 lb up at 14-9-4, and 347 lb down and 226 lb up at
16-9-4, and 1059 lb down and 773 lb up at 18-9-4 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: 1-5=-84, 5-7=-84, 7-11=-84, 2-10=-14
Concentrated Loads (lb)
Vert: 15=-1059 (F), 13=-347 (F), 12=-1059 (F),
22=-347 (F), 23=-347 (F), 24=-347 (F), 26=-347 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 D1 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:43 Page: 1
ID:FO4BYvG6BMgSFlIk70_QfXzz?sW-kzCuq8n6BpnGmmBGI2604EjOf_jL?myDV57t82zz_Xw
1012
=4x12
=5x6
=5x6
=2x4
=MT18HS 3x8
=4x6
=3x4
=3x4 =4x6
=MT18HS 3x8
=2x4
=5x6
=5x6
=4x12
1 11
2
27 28 2930 14 31 13 32 33 12
10
3435 36 37
2615
3 91625
4 81724
18 2362021221975
T1
T2
T1
B1 B2
W1
W2 W2
W1
W3 W3
HW1 HW1
1-6-0
-1-6-0
1-6-0
28-4-0
3-5-0
16-10-0
3-5-0
13-5-0
4-10-4
10-0-0
4-10-4
21-8-4
5-1-12
26-10-0
5-1-12
5-1-12
7-1-8
16-11-12
9-10-4
26-10-0
9-10-4
9-10-4
9-11
-9
1-0-15
0-1-15
9-3-0
9-3-0
0-1-15
9-4-15
Scale = 1:87.8
Plate Offsets (X, Y):[2:0-8-6,Edge], [5:0-3-0,0-1-8], [7:0-3-0,0-1-8], [10:0-8-6,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 0.63 Vert(LL)-0.29 2-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.44 2-14 >733 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.05 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.38 2-14 >840 240
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 -- 3-6-7, Right 2x8 DF SS --
3-6-7
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-8 oc purlins, except
2-0-0 oc purlins (5-11-9 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 7-4-7 oc
bracing.
WEBS 1 Row at midpt 6-14, 6-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1449/0-3-8, (min. 0-2-5),
10=1449/0-3-8, (min. 0-2-5)
Max Horiz 2=230 (LC 13)
Max Uplift 2=-567 (LC 14), 10=-567 (LC 14)
Max Grav 2=2174 (LC 33), 10=2174 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-2373/920, 3-15=-2079/928,
3-16=-2079/938, 4-16=-2043/952,
4-17=-1771/946, 17-18=-1510/966,
5-18=-1300/968, 5-19=-1157/806,
19-20=-1158/806, 6-20=-1159/806,
6-21=-1159/807, 21-22=-1158/808,
7-22=-1157/808, 7-23=-1300/971,
23-24=-1510/968, 8-24=-1771/948,
8-25=-2043/955, 9-25=-2079/941,
9-26=-2079/928, 10-26=-2373/923
BOT CHORD 2-27=-628/1492, 27-28=-628/1492,
28-29=-628/1492, 29-30=-628/1492,
14-30=-628/1492, 14-31=-533/1168,
13-31=-533/1168, 13-32=-533/1168,
32-33=-533/1168, 12-33=-533/1168,
12-34=-615/1492, 34-35=-615/1492,
35-36=-615/1492, 36-37=-615/1492,
10-37=-615/1492
WEBS 4-14=-466/153, 5-14=-507/567,
7-12=-506/567, 8-12=-466/153,
6-14=-376/142, 6-12=-376/142
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 10-0-0, Exterior(2R) 10-0-0
to 14-2-15, Interior (1) 14-2-15 to 16-10-0, Exterior(2R)
16-10-0 to 21-0-14, Interior (1) 21-0-14 to 28-5-2 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 567 lb uplift at joint
2 and 567 lb uplift at joint 10.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 D2 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:44 Page: 1
ID:yKgzeKONqQx1SI3fj69m3ezz?sM-C9mH1Uoly6v7OwmSrmdFdSGcNO_?k9mNklsQgUzz_Xv
1012
=4x12
=5x6
=5x6
=2x4
=3x4
=3x4
=3x4
=3x4
=5x6 =5x6
=MT18HS 3x8
=3x4
=3x4
=2x4
=5x6
=5x6
=4x12
1 12
2
22 23 17 24 16 15 14 25 13 26 27
11
18 21
3 10
2019
4 9
85
6 7
T2
T1
T3
T2
T1
B1 B2
W1 W2
W3 W4 W3
W2 W1
HW1 HW1
1-6-0
28-4-0
1-6-0
-1-6-0
2-10-0
14-10-0
5-10-4
20-8-4
5-10-4
12-0-0
6-1-12
26-10-0
6-1-12
6-1-12
3-1-8
14-11-12
5-8-8
20-8-4
5-8-8
11-10-4
6-1-12
26-10-0
6-1-12
6-1-12
11
-7-9
1-0-15
0-1-15
10
-11
-0
10
-11
-0
0-1-15
11
-0-15
Scale = 1:97.7
Plate Offsets (X, Y):[2:0-8-6,Edge], [4:0-1-8,0-1-8], [6:0-3-0,0-2-1], [7:0-3-0,0-2-1], [9:0-1-8,0-1-8], [11:0-8-6,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 0.92 Vert(LL)-0.09 15-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.13 15-17 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.07 11 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.08 15-17 >999 240
BCDL 7.0 Weight: 191 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 -- 4-2-0, Right 2x8 DF SS --
4-2-0
BRACING
TOP CHORD Structural wood sheathing directly applied,
except
2-0-0 oc purlins (5-4-12 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 8-0-13 oc
bracing.
WEBS 1 Row at midpt 4-15, 6-14, 9-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1449/0-3-8, (min. 0-2-7),
11=1449/0-3-8, (min. 0-2-7)
Max Horiz 2=269 (LC 13)
Max Uplift 2=-567 (LC 14), 11=-567 (LC 14)
Max Grav 2=2303 (LC 33), 11=2303 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-2753/990, 3-18=-2408/1004,
3-19=-2410/1007, 4-19=-2145/1024,
4-5=-1973/837, 5-6=-1646/860,
6-7=-1270/717, 7-8=-1651/871,
8-9=-1975/847, 9-20=-2143/1018,
10-20=-2410/1001, 10-21=-2408/999,
11-21=-2752/986
BOT CHORD 2-22=-664/1760, 22-23=-664/1760,
17-23=-664/1760, 17-24=-664/1760,
16-24=-664/1760, 15-16=-664/1760,
14-15=-417/1274, 14-25=-627/1760,
13-25=-627/1760, 13-26=-627/1760,
26-27=-627/1760, 11-27=-627/1760
WEBS 4-17=-262/259, 4-15=-686/345,
6-15=-463/558, 6-14=-297/275,
7-14=-469/591, 9-14=-693/352,
9-13=-260/257
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 12-0-0, Exterior(2E) 12-0-0
to 14-10-0, Exterior(2R) 14-10-0 to 19-0-14, Interior (1)
19-0-14 to 28-5-2 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 C; 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)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 20.0psf
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.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 567 lb uplift at joint
2 and 567 lb uplift at joint 11.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 D3 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:44 Page: 1
ID:r5wTUhRuufRTwvNQyyEiDUzz?sI-C9mH1Uoly6v7OwmSrmdFdSGXtO2sk6INklsQgUzz_Xv
1012
=3x12
=5x6
=5x6
=2x4
=3x4
=4x4
=3x4
=4x4
=MT18HS 3x8
=4x4
=3x4
=2x4
=5x6
=5x6
=3x12
1 11
2
15 14 13 2021 12
10
1819
3 9
4 8
5 7
1716
6
T2
T1
T2
T1
B1 B2
W1 W2
W3
W2 W1
HW1 HW1
1-6-0
28-4-0
1-6-0
-1-6-0
6-6-12
19-11-12
6-6-12
13-5-0
6-10-4
6-10-4
6-10-4
26-10-0
6-6-12
19-11-12
6-6-12
13-5-0
6-10-4
26-10-0
6-10-4
6-10-4
12
-9-12
1-0-15
12
-3-2
Scale = 1:99.6
Plate Offsets (X, Y):[2:0-8-6,Edge], [4:0-1-8,0-1-8], [5:0-2-0,Edge], [6:0-2-0,0-1-8], [7:0-2-0,Edge], [8:0-1-8,0-1-8], [10:0-8-6,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 0.50 Vert(LL)-0.08 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.12 13-15 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.04 10 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.10 10-12 >999 240
BCDL 7.0 Weight: 172 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 -- 4-7-8, Right 2x8 DF SS --
4-7-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-2-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-11-13 oc
bracing.
WEBS 1 Row at midpt 4-13, 6-13, 8-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1449/0-3-8, (min. 0-1-9),
10=1449/0-3-8, (min. 0-1-9)
Max Horiz 2=299 (LC 11)
Max Uplift 2=-567 (LC 12), 10=-567 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1654/1046, 3-4=-1482/1080,
4-5=-1159/851, 5-16=-996/857,
6-16=-985/875, 6-17=-985/875,
7-17=-996/857, 7-8=-1159/851,
8-9=-1482/1080, 9-10=-1654/1046
BOT CHORD 2-15=-659/1096, 15-18=-659/1096,
18-19=-659/1096, 14-19=-659/1096,
13-14=-659/1096, 13-20=-658/1087,
20-21=-658/1087, 12-21=-658/1087,
10-12=-658/1087
WEBS 4-15=-316/281, 4-13=-485/457,
6-13=-922/842, 8-13=-485/457,
8-12=-316/281
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 13-5-0, Exterior(2R) 13-5-0
to 16-5-0, Interior (1) 16-5-0 to 28-5-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 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 567 lb uplift at joint
2 and 567 lb uplift at joint 10.
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 T Webb / Muir Home
J1815-21 D4 13Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:45 Page: 1
ID:Fs0KPHsnBvOHAXiC8tNRHMzz?t2-gLKfFppNjQ1_04LePT8U9fop5oPhTejWzPc_Cxzz_Xu
1012
=3x6
=4x4
=4x4
=3x4
=3x4
=3x4
=4x4
=MT18HS 3x8
=4x4
=3x4
=2x4
=5x6
=5x6
=3x12
9141317181211192010
81
7
62
53
1615
4
T2
T1
T2
T3
W1 B1 B2
W3
W5
W4 W3W4
W2
HW2
1-6-0
28-1-0
6-9-0
6-9-0
6-5-0
13-2-0
6-5-0
19-7-0
7-0-0
26-7-0
6-6-12
13-2-0
6-6-12
19-8-12
6-7-4
6-7-4
6-10-4
26-7-0
12
-9-12
1-3-7 1-0-15
12
-3-2
Scale = 1:99.6
Plate Offsets (X, Y):[1:0-0-12,0-1-8], [2:0-1-8,0-1-8], [4:0-2-0,0-2-4], [5:0-2-0,Edge], [6:0-1-8,0-1-8], [8:0-8-6,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 0.64 Vert(LL)-0.08 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.11 10-11 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.03 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.10 8-10 >999 240
BCDL 7.0 Weight: 165 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 Right 2x8 DF SS -- 4-7-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-9-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-0-13 oc
bracing.
WEBS 1 Row at midpt 4-11, 2-11, 6-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=1433/0-3-8, (min. 0-1-8),
14=1291/ Mechanical, (min. 0-1-8)
Max Horiz 14=-310 (LC 10)
Max Uplift 8=-561 (LC 12), 14=-493 (LC 12)
Max Grav 8=1433 (LC 1), 14=1300 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1502/1003, 2-3=-1148/831,
3-15=-971/847, 4-15=-970/863,
4-16=-961/857, 5-16=-970/840,
5-6=-1137/833, 6-7=-1459/1063,
7-8=-1632/1029, 1-14=-1247/787
BOT CHORD 13-14=-290/368, 13-17=-628/1070,
17-18=-628/1070, 12-18=-628/1070,
11-12=-628/1070, 11-19=-645/1071,
19-20=-645/1071, 10-20=-645/1071,
8-10=-645/1071
WEBS 4-11=-911/832, 2-11=-471/434,
6-10=-315/281, 6-11=-489/460,
1-13=-551/909
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-4-12 to
3-4-12, Interior (1) 3-4-12 to 13-5-0, Exterior(2R) 13-5-0
to 16-5-0, Interior (1) 16-5-0 to 28-5-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 493 lb uplift at joint
14 and 561 lb uplift at joint 8.
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 T Webb / Muir Home
J1815-21 D5 15Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:45 Page: 1
ID:Fs0KPHsnBvOHAXiC8tNRHMzz?t2-gLKfFppNjQ1_04LePT8U9fon?oPjTeqWzPc_Cxzz_Xu
1012
=MT18HS 3x8
=5x6
=5x6
=2x4
=3x4
=3x4
=3x4
=4x4
=MT18HS 3x8
=4x4
=3x4
=2x4
=5x6
=5x6
=3x12
10
1
17 14 181913 12 2021 11
9
2 8
73
64
1615
5
T2
T1
T2
T3
B1 B2
W1
W3
W2 W1W2
HW1 HW2
1-6-0
28-6-0
6-5-0
13-7-0
6-5-0
20-0-0
7-2-0
7-2-0
7-0-0
27-0-0
6-6-12
13-7-0
6-6-12
20-1-12
6-10-4
27-0-0
7-0-4
7-0-4
12
-9-12
0-11-4 1-0-15
12
-3-2
Scale = 1:99.6
Plate Offsets (X, Y):[1:Edge,0-0-0], [3:0-1-8,0-1-8], [5:0-1-8,0-2-0], [6:0-2-0,Edge], [7:0-1-8,0-1-8], [9:0-8-6,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 0.52 Vert(LL)-0.09 11-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.12 1-14 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.04 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.11 1-14 >999 240
BCDL 7.0 Weight: 170 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 -- 4-7-12, Right 2x8 DF SS --
4-7-8
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-1-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-9-8 oc
bracing.
WEBS 1 Row at midpt 5-12, 3-12, 7-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1319/0-5-8, (min. 0-1-8),
9=1461/0-5-8, (min. 0-1-9)
Max Horiz 1=-295 (LC 10)
Max Uplift 1=-504 (LC 12), 9=-572 (LC 12)
Max Grav 1=1364 (LC 2), 9=1461 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1684/1069, 2-3=-1434/1104,
3-4=-1181/865, 4-15=-1025/872,
5-15=-1018/889, 5-16=-1014/884,
6-16=-1025/867, 6-7=-1177/860,
7-8=-1513/1090, 8-9=-1672/1056
BOT CHORD 1-17=-685/1168, 14-17=-685/1168,
14-18=-685/1168, 18-19=-685/1168,
13-19=-685/1168, 12-13=-685/1168,
12-20=-667/1110, 20-21=-667/1110,
11-21=-667/1110, 9-11=-667/1110
WEBS 3-14=-324/343, 5-12=-942/886,
3-12=-556/484, 7-11=-316/283,
7-12=-485/458
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-0 to
3-0-0, Interior (1) 3-0-0 to 13-7-0, Exterior(2R) 13-7-0 to
16-7-0, Interior (1) 16-7-0 to 28-7-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 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 504 lb uplift at joint
1 and 572 lb uplift at joint 9.
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 T Webb / Muir Home
J1815-21 D6 13Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:46 Page: 1
ID:j2aiddtPyDW8nhHOiaugpazz?t1-8Xu1S9q?Tk9rdEwrzAfjitLzcCk_C5mgC3LXlNzz_Xt
1012
=MT18HS 3x8
=5x6
=3x6 =3x4
=3x4
=3x4
=4x6
=7x8
=4x4
=MT18HS 3x8
=3x4
=3x4
=5x6
=MT18HS 3x812
1
18 17 16 35 1536 14 37 13 11 38 10 39 40
9
2 8
73
4 6
5
T1 T1
B1 B2
W1 W2
W3 W4
W5
W6 W7
W8
HW1 HW2
ST7
ST8
ST5
ST6
ST3
ST4
ST2
ST1
ST9
ST10 ST11
3-9-9
7-10-11
3-9-9
19-3-7
4-1-1
4-1-1
3-9-9
11-8-4
3-9-9
15-5-13
4-1-1
23-4-8
1-4-1
4-1-1
1-6-2
13-3-14
1-6-2
14-10-0
2-9-0
2-9-0
3-4-7
18-2-7
3-9-9
7-10-11
3-11-1
11-9-12
5-2-1
23-4-8
1-0-15
10
-9-13
Scale = 1:103
Plate Offsets (X, Y):[1:0-3-0,0-0-3], [3:0-1-8,0-1-8], [4:0-1-8,0-1-8], [5:0-0-11,0-3-8], [9:0-5-14,0-0-3], [14:0-2-12,0-2-0]
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 0.10 Vert(LL)-0.02 9-10 >999 360 MT18HS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.02 9-10 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.33 Horz(CT)0.00 9 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.01 9-10 >999 240
BCDL 7.0 Weight: 419 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 2x8 DF SS -- 2-8-10, Right 2x8 DF SS --
2-8-13
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, Except:
6-0-0 oc bracing: 11-12,10-11.
REACTIONS All bearings 2-10-12. except 9=0-5-8,
12=3-3-12, 13=3-3-12, 17=0-3-8, 11=0-3-8
(lb) -Max Horiz 1=-245 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s)
11, 13, 17 except 1=-153 (LC 8),
9=-236 (LC 8), 12=-477 (LC 8),
18=-465 (LC 1)
Max Grav All reactions 250 (lb) or less at joint
(s) 18 except 1=893 (LC 1), 9=886
(LC 1), 11=368 (LC 1), 12=1598
(LC 1), 13=891 (LC 2), 17=834 (LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-888/146, 2-3=-767/160, 3-4=-795/189,
5-6=-51/328, 6-7=-580/250, 7-8=-574/164,
8-9=-683/145
BOT CHORD 1-18=-132/611, 17-18=-132/611,
16-17=-132/611, 16-35=-132/611,
15-35=-132/611, 15-36=-79/571,
14-36=-79/571, 14-37=-79/571,
13-37=-79/571, 12-13=-79/571,
10-39=-57/441, 39-40=-57/441, 9-40=-57/441
WEBS 4-15=-221/1026, 4-12=-1064/312,
5-12=-523/30, 6-12=-797/357,
6-10=-377/937, 7-10=-260/161
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 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.
5)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 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, with BCDL = 7.0psf.
11)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 13, 17, 11 except (jt=lb) 1=153, 9=235, 12=476,
18=465.
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)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 143 lb
down and 45 lb up at 0-0-0 on top chord, and 79 lb
down at 4-4-4, 409 lb down and 144 lb up at 6-4-4, 507
lb down and 59 lb up at 8-4-4, 605 lb down and 75 lb up
at 10-4-4, 249 lb down and 60 lb up at 16-4-4, 249 lb
down and 60 lb up at 18-4-4, and 249 lb down and 60 lb
up at 20-4-4, and 249 lb down and 60 lb up at 22-4-4
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
14)Studding applied to ply: 1(Front)
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-9=-84, 1-9=-14
Concentrated Loads (lb)
Vert: 1=-143 (B), 16=-32 (B), 10=-249 (B), 35=-409
(B), 36=-507 (B), 37=-605 (B), 38=-249 (B), 39=-249
(B), 40=-249 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 E1G 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:46 Page: 1
ID:JHUsh1SWfzZKY3ycWflxmizz?sH-8Xu1S9q?Tk9rdEwrzAfjitL48CnEC9DgC3LXlNzz_Xt
1012
=2x4
=5x6
=3x4
=4x4
=3x4
=4x4
=4x8
=2x4
8 7 1011 12 6
1
2
3
9
5
4
T2
T1
T3
W1
W6
B1
W3 W4
W2
W5
7-0-12
7-0-12
6-9-4
13-10-0
1-1-3
14-11-2
7-0-12
7-0-12
7-10-7
14-11-2
1-3-7
11
-10
-13
1-3-7
12
-9-12
Scale = 1:100.5
Plate Offsets (X, Y):[1:0-3-0,0-1-12], [3:0-1-8,0-1-8], [4:0-1-4,0-2-0], [6:0-3-0,0-2-0]
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 0.66 Vert(LL)-0.13 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.19 6-7 >944 240
TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)-0.01 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.18 6-7 >978 240
BCDL 7.0 Weight: 112 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
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-5-3 oc
bracing.
WEBS 1 Row at midpt 3-6, 4-6
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=717/ Mechanical, (min. 0-1-8),
8=717/0-2-8, (min. 0-1-8)
Max Horiz 8=368 (LC 12)
Max Uplift 6=-424 (LC 12), 8=-125 (LC 12)
Max Grav 6=729 (LC 2), 8=720 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-754/272, 2-3=-477/293, 3-9=-250/7,
1-8=-676/254
BOT CHORD 7-8=-562/351, 7-10=-519/478,
10-11=-519/478, 11-12=-519/478,
6-12=-519/478
WEBS 3-7=-430/326, 3-6=-597/663, 1-7=-98/324,
4-6=-381/215
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 13-10-0, Exterior(2E)
13-10-0 to 14-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 8.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 125 lb uplift at joint
8 and 424 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 T Webb / Muir Home
J1815-21 F1 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:47 Page: 1
ID:BE84qyt1jWe?PrsaGIPvMnzz?t0-ckSPgVrdE1HiFOV1XuByE4u67b4QxcCpQi55Hpzz_Xs
1012
=2x4
=5x6
=3x6
=4x4
=3x4
=5x6
=2x4
7 6 8 5
1
2
3
4
T2
T1
W5
W1 B1
W3 W4
W2
7-0-12
7-0-12
5-10-6
12-11-2
5-10-6
12-11-2
7-0-12
7-0-12
12
-0-12
1-3-7
12
-0-12
1-3-7
1-3-7
Scale = 1:85.1
Plate Offsets (X, Y):[1:0-2-12,0-1-8], [3:0-1-8,0-1-8], [5:0-3-0,0-2-12], [7:0-2-0,0-0-8]
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 0.70 Vert(LL)-0.05 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.08 6-7 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT)-0.01 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.10 6-7 >999 240
BCDL 7.0 Weight: 87 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
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-0-6 oc
bracing.
WEBS 1 Row at midpt 4-5, 3-5
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=619/ Mechanical, (min. 0-1-8),
7=619/ Mechanical, (min. 0-1-8)
Max Horiz 7=365 (LC 12)
Max Uplift 5=-407 (LC 12), 7=-66 (LC 12)
Max Grav 5=635 (LC 17), 7=619 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-617/140, 2-3=-436/161, 1-7=-574/159
BOT CHORD 6-7=-630/372, 6-8=-429/360, 5-8=-429/360
WEBS 3-6=-417/280, 3-5=-554/662
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 12-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 407 lb uplift at joint
5 and 66 lb uplift at joint 7.
7)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 F2 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:47 Page: 1
ID:BE84qyt1jWe?PrsaGIPvMnzz?t0-ckSPgVrdE1HiFOV1XuByE4u6Wb6ExcMpQi55Hpzz_Xs
1012
=2x4
=5x6
=4x4
=3x4
=5x6
=2x4
6
5
4
1
2
3
T1 W5
W1 B1
W3 W4
W2
3-10-6
10-11-2
7-0-12
7-0-12
3-10-6
10-11-2
7-0-12
7-0-12
10
-4-12
1-3-7
10
-4-12
1-3-7
Scale = 1:78.4
Plate Offsets (X, Y):[1:0-2-12,0-1-8], [2:0-1-8,0-1-8], [4:0-3-0,0-2-12], [6:0-1-12,0-0-4]
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 0.75 Vert(LL)-0.05 5-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.09 5-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT)-0.01 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.12 5-6 >999 240
BCDL 7.0 Weight: 77 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
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-9-4 oc
bracing.
WEBS 1 Row at midpt 3-4
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=521/ Mechanical, (min. 0-1-8),
6=521/ Mechanical, (min. 0-1-8)
Max Horiz 6=312 (LC 12)
Max Uplift 4=-348 (LC 12), 6=-51 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-482/82, 1-6=-474/110
BOT CHORD 5-6=-647/358, 4-5=-327/238
WEBS 2-5=-425/220, 2-4=-498/685, 1-5=-216/323
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 10-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 348 lb uplift at joint
4 and 51 lb uplift at joint 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 T Webb / Muir Home
J1815-21 F3 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:47 Page: 1
ID:fRiT2IufUqms1?Qnp?w8u?zz?t?-ckSPgVrdE1HiFOV1XuByE4u5fb69xZIpQi55Hpzz_Xs
1012
=2x4
=3x4
=4x4
=3x4
=5x6
=2x4
6 5 4
1
2
3
T1 W5
W1 B1
W4
W2
W3
1-10-6
8-11-2
7-0-12
7-0-12
1-10-6
8-11-2
7-0-12
7-0-12
8-8-12
1-3-7
8-8-12
1-3-7
1-3-7
Scale = 1:96.2
Plate Offsets (X, Y):[1:0-1-8,0-1-8], [2:0-1-8,0-1-8], [4:0-3-0,0-3-0]
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 0.63 Vert(LL)-0.07 5-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.11 5-6 >912 240
TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.17 5-6 >613 240
BCDL 7.0 Weight: 68 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
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-10-7 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=423/ Mechanical, (min. 0-1-8),
6=423/ Mechanical, (min. 0-1-8)
Max Horiz 6=318 (LC 11)
Max Uplift 4=-274 (LC 9), 6=-135 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-348/251, 2-3=-293/310, 3-4=-290/255,
1-6=-383/238
BOT CHORD 5-6=-588/461, 4-5=-330/210
WEBS 2-4=-633/964, 1-5=-255/258, 2-5=-518/250
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 8-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 274 lb uplift at joint
4 and 135 lb uplift at joint 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 T Webb / Muir Home
J1815-21 F4 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:48 Page: 1
ID:fRiT2IufUqms1?Qnp?w8u?zz?t?-4w0ntrrF?LQZtY3D4biBnIQIK?R8g?vyfMqepGzz_Xr
1012
=2x4
=3x6
=4x4
=3x4
4 3
1
2
T1
W3
W1
B1
W2
6-11-2
6-11-2
7-0-12
1-3-7
7-0-12
1-3-7
1-3-7
5-3-8
6-6-15
Scale = 1:45.4
Plate Offsets (X, Y):[1:0-3-4,0-0-12], [2:0-2-0,0-1-4]
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 1.00 Vert(LL)-0.10 3-4 >782 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.17 3-4 >460 240
TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 40 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
6-11-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-1-8.
(lb) -Max Horiz 1=214 (LC 9), 4=55 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 1
except 2=-144 (LC 9)
Max Grav All reactions 250 (lb) or less at joint
(s) 3, 4 except 1=279 (LC 1),
2=292 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-333/265
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 6-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 1 except (jt=lb) 2=144.
7)Non Standard bearing condition. Review required.
8)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 F5 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:48 Page: 1
ID:fRiT2IufUqms1?Qnp?w8u?zz?t?-4w0ntrrF?LQZtY3D4biBnIQCZ?RMg8EyfMqepGzz_Xr
1012
=2x4
=3x6
=4x4
=3x4
4 3
1
2
T1
W3
W1
B1
W2
4-11-2
4-11-2
5-4-12
1-3-7
5-4-12
Scale = 1:39.4
Plate Offsets (X, Y):[1:0-3-4,0-0-12], [2:0-2-0,0-1-4]
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 0.54 Vert(LL)-0.02 3-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.04 3-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 29 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
4-11-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-1-8. except 4=0-2-8
(lb) -Max Horiz 1=189 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 1
except 2=-103 (LC 9)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 2, 3, 4
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-259/202
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 4-9-6 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 4.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 1 except (jt=lb) 2=103.
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)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 F6 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:48 Page: 1
ID:7dGrFevHF8uje8?zNjRNRCzz?t_-4w0ntrrF?LQZtY3D4biBnIQJh?Ttg8EyfMqepGzz_Xr
1012
=3x4
=3x6
=4x4
=3x6
=3x4
111
18 17 16 15 14 13 12
10239
2019
4 8
5 7
6
W1
T1 T1
W1B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1-6-0
-1-6-0
1-6-0
14-8-0
6-7-0
6-7-0
6-7-0
13-2-0
13-2-0
7-1-6
1-0-15
6-6-12
Scale = 1:64.5
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 0.34 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 0.24 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-R
BCDL 7.0 Weight: 79 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.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-2-0.
(lb) -Max Horiz 18=-191 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
12, 13, 14, 16, 17, 18
Max Grav All reactions 250 (lb) or less at joint
(s) 12, 13, 14, 16, 17, 18 except
15=372 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-18=-403/356, 4-19=-86/252, 4-5=-94/282,
5-6=-145/264, 6-7=-145/264, 7-8=-90/282,
8-20=-70/252, 10-12=-403/356
WEBS 6-15=-344/96
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-7-2 to
1-4-14, Exterior(2N) 1-4-14 to 6-7-0, Corner(3R) 6-7-0 to
9-7-0, Exterior(2N) 9-7-0 to 14-9-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
8)Gable studs spaced at 2-0-0 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) 18, 12, 16, 17, 14, 13.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 G1G 11Common Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:48 Page: 1
ID:7dGrFevHF8uje8?zNjRNRCzz?t_-4w0ntrrF?LQZtY3D4biBnIQMo?VPg5CyfMqepGzz_Xr
1012
=3x12
=5x6
=5x6
=4x4
=2x4
=5x6
=5x6
=3x12
1
2
10 7
6
11
5389
4
T1
T2
B1
W1
HW1 HW1
1-6-0
-1-6-0
6-7-0
6-7-0
6-7-0
13-2-0
6-7-0
6-7-0
6-7-0
13-2-0
7-1-6
1-0-15
6-6-12
Scale = 1:72.7
Plate Offsets (X, Y):[2:0-8-6,Edge], [6:0-8-6,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 0.45 Vert(LL)-0.04 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.07 6-7 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.08 6-7 >999 240
BCDL 7.0 Weight: 77 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 -- 4-5-6, Right 2x8 DF SS --
4-5-6
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=787/0-5-8, (min. 0-1-8),
6=637/0-5-8, (min. 0-1-8)
Max Horiz 2=156 (LC 11)
Max Uplift 2=-315 (LC 12), 6=-242 (LC 12)
Max Grav 2=787 (LC 1), 6=665 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-718/501, 3-8=-546/510, 4-8=-532/526,
4-9=-532/524, 5-9=-539/507, 5-6=-679/497
BOT CHORD 2-10=-248/409, 7-10=-248/409,
7-11=-248/409, 6-11=-248/409
WEBS 4-7=-428/355
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 6-7-0, Exterior(2R) 6-7-0 to
9-7-0, Interior (1) 9-7-0 to 13-2-0 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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, with BCDL = 7.0psf.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 242 lb uplift at joint
6 and 315 lb uplift at joint 2.
7)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 G2 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:49 Page: 1
ID:7dGrFevHF8uje8?zNjRNRCzz?t_-Y6ZA4BstmfYQUhePeJDQKVzWyPnRPXe6u0aBLizz_Xq
412
=4x4 =2x4
=3x4
=3x4
=4x8
=4x4
=3x4
1
2
8 10 7 11 12
6
3
4 9 5
T1
T2
W3
B1
W1 W2
W3 W4
1-6-0
-1-6-0
2-11-10
7-3-0
4-3-6
4-3-6
4-9-0
12-0-0
3-1-6
7-4-12
4-3-6
4-3-6
4-7-4
12-0-0
3-2-11
0-3-15
2-8-15
2-8-15
Scale = 1:58.5
Plate Offsets (X, Y):[2:0-3-14,Edge], [4:0-5-4,0-2-0]
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 0.61 Vert(LL)-0.04 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.05 7-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.03 7-8 >999 240
BCDL 7.0 Weight: 62 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
5-0-10 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=789/0-5-8, (min. 0-1-8), 6=587/
Mechanical, (min. 0-1-8)
Max Horiz 2=102 (LC 54)
Max Uplift 2=-379 (LC 10), 6=-390 (LC 7)
Max Grav 2=1076 (LC 26), 6=670 (LC 25)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1620/656, 3-4=-872/498, 5-6=-307/78
BOT CHORD 2-8=-639/1447, 8-10=-639/1447,
7-10=-639/1447, 7-11=-498/784,
11-12=-498/784, 6-12=-498/784
WEBS 3-7=-751/206, 4-7=-296/393, 4-6=-857/513
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; 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)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 bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 390 lb uplift at joint
6 and 379 lb uplift at joint 2.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
12)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 91 lb
down and 96 lb up at 4-3-12, 36 lb down and 78 lb up at
6-3-12, and 44 lb down and 81 lb up at 8-3-12, and 44 lb
down and 81 lb up at 10-3-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
13)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 8=-91 (F), 10=0 (F), 11=2 (F), 12=2 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 H1 11Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:49 Page: 1
ID:MMIE8j0x7v1RDXBiP56UI6zz?sr-Y6ZA4BstmfYQUhePeJDQKVzTRPozPV56u0aBLizz_Xq
412
1012
=4x4 =2x4
=3x4
=MT18HS 3x8
=4x4
=6x8
=5x6
=2x4
1 2
12 9 8 13 7
10
3
11 4 5 6
T1
T2T3
W6
B1
W1 W2
W3W4W5
0-10-0
12-0-0
0-8-11
11-2-0
1-6-0
-1-6-0
4-9-13
10-5-5
5-7-9
5-7-9
1-8-7
12-0-0
4-8-1
10-3-9
5-7-9
5-7-9
4-10
-11
0-3-15
4-4-15
0-2-1
3-9-11
3-9-11
0-7-4
4-4-15
Scale = 1:97.4
Plate Offsets (X, Y):[2:0-3-2,Edge], [5:0-6-0,0-1-12], [7:0-3-0,0-2-12]
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 0.33 Vert(LL)-0.04 9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.06 2-9 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.02 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 2-9 >999 240
BCDL 7.0 Weight: 65 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
6-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-4-10 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=730/0-5-8, (min. 0-1-8), 7=558/
Mechanical, (min. 0-1-8)
Max Horiz 2=168 (LC 11)
Max Uplift 2=-290 (LC 14), 7=-217 (LC 14)
Max Grav 2=756 (LC 36), 7=563 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-10=-1164/937, 3-10=-1094/948,
3-11=-347/273, 4-11=-254/277, 4-5=-400/410
BOT CHORD 2-12=-1030/1031, 9-12=-1030/1031,
8-9=-1030/1031
WEBS 3-9=-316/192, 3-8=-848/795, 4-8=-441/261,
5-8=-776/814, 5-7=-561/623
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-9 to
1-5-7, Interior (1) 1-5-7 to 11-2-0, Exterior(2E) 11-2-0 to
11-10-4 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 C; 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)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 20.0psf
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)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 217 lb uplift at joint
7 and 290 lb uplift at joint 2.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 H2 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:49 Page: 1
ID:30NbgKwYnl9QuS9LV7UrWdzz?sy-Y6ZA4BstmfYQUhePeJDQKVzXhPo?PV06u0aBLizz_Xq
412
1012
=4x4 =2x4
=3x4
=3x4
=4x6
=5x6
=2x4
1 2
11 8 7 6
9 10
3
4
5
T1
T2
W5
B1
W1 W2
W3W4
1-6-0
-1-6-0
1-6-11
12-0-0
4-9-13
10-5-5
5-7-9
5-7-9
1-8-7
12-0-0
4-8-1
10-3-9
5-7-9
5-7-9
5-7-0
0-3-15
5-1-4
0-2-1
3-9-11
Scale = 1:82
Plate Offsets (X, Y):[2:0-3-2,Edge], [6:0-3-0,0-2-12]
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 0.39 Vert(LL)-0.05 2-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.07 2-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 2-8 >999 240
BCDL 7.0 Weight: 60 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
5-2-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-5-0 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=730/0-5-8, (min. 0-1-8), 6=558/
Mechanical, (min. 0-1-8)
Max Horiz 2=189 (LC 11)
Max Uplift 2=-288 (LC 14), 6=-218 (LC 14)
Max Grav 2=887 (LC 19), 6=736 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-1481/928, 9-10=-1421/931,
3-10=-1401/940, 3-4=-443/278
BOT CHORD 2-11=-1017/1321, 8-11=-1017/1321,
7-8=-1017/1321, 6-7=-268/299
WEBS 3-8=-315/191, 3-7=-1083/786, 4-7=-511/458,
4-6=-795/614
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-6-9 to
1-5-7, Interior (1) 1-5-7 to 11-10-4 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 C; 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.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 218 lb uplift at joint
6 and 288 lb uplift at joint 2.
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 T Webb / Muir Home
J1815-21 H3 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:50 Page: 1
ID:YCxztgxAY3HHVckY2r?43rzz?sx-1J7YIXtWXygH6rDcC0kfsjVhcp7J8xZF6gJlu8zz_Xp
1012
=MT18HS 3x8
=5x6
=2x4
=4x4
=MT18HS 3x8
=2x4
=5x6
=MT18HS 3x8
91
2
10
8
3 7
4 6
5
T1 T1
B1
W2
W1 W1
HW1 HW1
1-6-0
-1-6-0
1-6-0
13-6-0
2-10-4
6-0-0
2-10-4
8-10-4
3-1-12
3-1-12
3-1-12
12-0-0
6-0-0
6-0-0
6-0-0
12-0-0
6-7-9
1-0-15
6-0-15
Scale = 1:70.3
Plate Offsets (X, Y):[2:0-5-14,0-0-3], [8:0-5-14,0-0-3]
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 0.31 Vert(LL)-0.02 10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.02 10 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 8-10 >999 240
BCDL 7.0 Weight: 82 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
SLIDER Left 2x8 DF SS -- 2-1-9, Right 2x8 DF SS --
2-1-9
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=914/0-5-8, (min. 0-1-8),
8=914/0-5-8, (min. 0-1-8)
Max Horiz 2=-149 (LC 6)
Max Uplift 2=-436 (LC 8), 8=-436 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-897/405, 3-4=-816/413, 4-5=-709/426,
5-6=-709/426, 6-7=-816/413, 7-8=-896/405
BOT CHORD 2-10=-234/558, 8-10=-190/558
WEBS 5-10=-457/556
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 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 436 lb uplift at joint
2 and 436 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.
9)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 384 lb
down and 295 lb up at 6-0-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10)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: 1-5=-84, 5-9=-84, 2-8=-14
Concentrated Loads (lb)
Vert: 10=-384 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 J1 11Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:50 Page: 1
ID:JHUsh1SWfzZKY3ycWflxmizz?sH-1J7YIXtWXygH6rDcC0kfsjVjopA18?XF6gJlu8zz_Xp
1012
=3x4
=4x4
=4x4
=4x8
=4x4
=3x4
6
9 5 10
4
1 3
7 8
2
T1 T1
W1 W1B1
W3
W2 W2
6-0-0
6-0-0
6-0-0
12-0-0
6-0-0
6-0-0
6-0-0
12-0-0
1-0-15 1-0-15
6-0-15
Scale = 1:58.7
Plate Offsets (X, Y):[1:0-0-12,0-1-8], [2:0-2-0,0-2-4], [3:0-0-12,0-1-8], [4:0-2-8,0-1-8], [6:0-2-8,0-1-8]
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 0.62 Vert(LL)-0.02 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.05 5-6 >999 240
BCDL 7.0 Weight: 62 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
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=574/ Mechanical, (min. 0-1-8),
6=574/ Mechanical, (min. 0-1-8)
Max Horiz 6=146 (LC 11)
Max Uplift 4=-219 (LC 12), 6=-219 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-7=-583/462, 2-7=-428/478, 2-8=-428/479,
3-8=-583/462, 1-6=-536/403, 3-4=-536/403
BOT CHORD 6-9=-267/266, 5-9=-267/266
WEBS 2-5=-366/199
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 6-0-0, Exterior(2R) 6-0-0 to
9-0-0, Interior (1) 9-0-0 to 11-10-4 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 219 lb uplift at joint
6 and 219 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 J2 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:50 Page: 1
ID:YCxztgxAY3HHVckY2r?43rzz?sx-1J7YIXtWXygH6rDcC0kfsjVe0p9V8?7F6gJlu8zz_Xp
6.2912
=7x8
=6x8
=MT18HS 3x16
=10x10
=5x6
=7x8
1
7 8 6 9 10 11 5 12
4
2 3
T1
T2
T1
B1
W1 W2 W1
3-5-4
3-5-4
4-1-7
7-6-12
3-5-4
11-0-0
3-7-0
11-0-0
3-7-0
3-7-0
3-9-15
7-5-0
0-11-5
2-8-15
Scale = 1:50.3
Plate Offsets (X, Y):[1:Edge,0-3-3], [2:0-6-4,0-2-8], [3:0-3-0,0-1-15], [4:Edge,0-3-3], [5:0-3-8,0-6-4]
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 0.69 Vert(LL)-0.07 5-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.10 5-6 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.02 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.05 5-6 >999 240
BCDL 7.0 Weight: 129 lb FT = 0%
LUMBER
TOP CHORD 2x6 DF 1800F 1.6E *Except* T2:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* W2:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except
2-0-0 oc purlins (4-7-13 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size)1=6956/0-6-4, (min. 0-3-12),
4=5918/0-6-4, (min. 0-3-3)
Max Horiz 1=-44 (LC 8)
Max Uplift 1=-2620 (LC 10), 4=-2227 (LC 10)
Max Grav 1=7071 (LC 14), 4=6034 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-9603/3546, 2-3=-8028/3020,
3-4=-9482/3500
BOT CHORD 1-7=-2890/7809, 7-8=-2890/7809,
6-8=-2890/7809, 6-9=-3017/8143,
9-10=-3017/8143, 10-11=-3017/8143,
5-11=-3017/8143, 5-12=-2843/7704,
4-12=-2843/7704
WEBS 2-6=-1968/5157, 3-5=-1922/5071
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 3 rows
staggered at 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-2-0 oc,
Except member 2-5 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5)Unbalanced snow loads have been considered for this
design.
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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 2620 lb uplift at
joint 1 and 2227 lb uplift at joint 4.
11)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
13)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1502
lb down and 564 lb up at 0-9-4, 1498 lb down and 560 lb
up at 2-9-4, 1470 lb down and 550 lb up at 3-6-0, 1498
lb down and 560 lb up at 4-9-4, 1470 lb down and 550 lb
up at 5-6-0, 1498 lb down and 560 lb up at 6-9-4, and
1470 lb down and 550 lb up at 7-6-0, and 1498 lb down
and 560 lb up at 8-9-4 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: 1-2=-84, 2-3=-84, 3-4=-84, 1-4=-14
Concentrated Loads (lb)
Vert: 6=-1470 (B), 5=-1470 (B), 7=-1490 (F), 8=-1487
(F), 9=-1487 (F), 10=-1470 (B), 11=-1487 (F),
12=-1487 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 K1 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:51 Page: 1
ID:Fgbc6jTmBap2nN5?d4nPr7zz?sF-VVhwVtu8IGo8k?oomkFuPw2ogDJ2tQ?PLK3IQazz_Xo
1012
=3x6
=3x4
=2x4
=2x4
=4x4
=4x8 =2x4
=2x4
=3x4
=3x6
1 58
15 7 16
6
42
1413
3
T1 T1
W1 W1B1
W3
W2 W2
ST1 ST1
1-6-0
10-5-0
1-6-0
-1-6-0
4-5-8
4-5-8
4-5-8
8-11-0
4-5-8
4-5-8
4-5-8
8-11-0
5-4-2
1-0-15
4-9-8
Scale = 1:64.4
Plate Offsets (X, Y):[2:0-1-8,0-1-8], [4:0-1-8,0-1-8]
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 0.34 Vert(LL)-0.01 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 7-8 >999 240
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-P Wind(LL)0.02 6-7 >999 240
BCDL 7.0 Weight: 58 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 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=569/0-3-8, (min. 0-1-8),
8=569/0-3-8, (min. 0-1-8)
Max Horiz 8=-150 (LC 10)
Max Uplift 6=-231 (LC 12), 8=-231 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-372/371, 3-13=-237/390,
3-14=-237/390, 4-14=-372/371,
2-8=-545/485, 4-6=-545/485
WEBS 3-7=-315/137
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 4-5-8, Exterior(2R) 4-5-8 to
7-5-8, Interior (1) 7-5-8 to 10-6-2 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 231 lb uplift at joint
8 and 231 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 L1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:51 Page: 1
ID:0OVM50yoJMP87mJkcYWJb2zz?sw-VVhwVtu8IGo8k?oomkFuPw2t1DUXtUwPLK3IQazz_Xo
1012
=3x6
=3x4
=4x4
=4x8
=3x4
=3x6
1 7
10 6 11
5
42
98
3
T1
T2
W1 W1B1
W3
W2 W2
1-6-0
-1-6-0
4-5-8
4-5-8
4-5-8
8-11-0
4-5-8
4-5-8
4-5-8
8-11-0
5-4-2
1-0-15
4-9-8
Scale = 1:64.4
Plate Offsets (X, Y):[2:0-1-8,0-1-8], [4:0-1-8,0-1-8]
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 0.34 Vert(LL)-0.01 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 5-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 6-7 >999 240
BCDL 7.0 Weight: 49 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
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=408/0-5-8, (min. 0-1-8),
7=583/0-3-8, (min. 0-1-8)
Max Horiz 7=140 (LC 11)
Max Uplift 5=-156 (LC 12), 7=-237 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-391/378, 3-8=-256/397, 3-9=-256/376,
4-9=-349/363, 2-7=-560/491, 4-5=-384/367
WEBS 3-6=-300/136
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 4-5-8, Exterior(2R) 4-5-8 to
7-5-8, Interior (1) 7-5-8 to 8-9-4 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 237 lb uplift at joint
7 and 156 lb uplift at joint 5.
7)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 L2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:51 Page: 1
ID:0OVM50yoJMP87mJkcYWJb2zz?sw-VVhwVtu8IGo8k?oomkFuPw2t1DUXtU0PLK3IQazz_Xo
4 12
=3x4 =2x4
=2x4
=3x4
=2x4
=2x4
1 8 2
7
6
3 4 5
T1
T2 W1
B1
ST1
1-6-0
-1-6-0
2-0-0
4-3-0
2-3-0
2-3-0
4-3-0
1-6-11 0-3-15 1-0-151-0-15
Scale = 1:52.6
Plate Offsets (X, Y):[4:0-2-0,0-2-13]
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 0.24 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S
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 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-0 oc purlins, except end verticals, and
2-0-0 oc purlins: 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=277/4-3-0, (min. 0-1-8),
6=102/4-3-0, (min. 0-1-8),
7=154/4-3-0, (min. 0-1-8)
Max Horiz 2=39 (LC 13)
Max Uplift 2=-108 (LC 14), 6=-31 (LC 10),
7=-75 (LC 18)
Max Grav 2=432 (LC 30), 6=150 (LC 29),
7=166 (LC 29)
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=2ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-6-9 to
1-5-7, Exterior(2N) 1-5-7 to 2-3-0, Corner(3E) 2-3-0 to
4-1-4 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) 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 C; 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 20.0 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 2-0-0 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 31 lb uplift at joint
6, 108 lb uplift at joint 2 and 75 lb uplift at joint 7.
12)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 M1G 11Half Hip Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:52 Page: 1
ID:Ub3kIMzQ4gX?lwuwAG1Y8Gzz?sv-zhFIjDum3aw?L9N_JRm7x8b4NcrQcxvYa_osy1zz_Xn
1012
=2x4
=4x4
=2x4 =2x4
512
6
4
3
T1 T1
B1
ST1
0-6-15
0-6-15
0-6-15
7-7-14
3-2-15
3-9-15
3-2-15
7-0-14
6-5-15
3-2-8
0-4-13
0-1-4
-0-1-4
3-1-4
3-1-4
Scale = 1:51.1
Plate Offsets (X, Y):[2:0-2-1,0-1-0], [4:0-2-1,0-1-0]
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 0.17 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 0.04 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 26 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 and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=226/6-5-15, (min. 0-1-8),
4=226/6-5-15, (min. 0-1-8),
6=245/6-5-15, (min. 0-1-8)
Max Horiz 2=-71 (LC 10)
Max Uplift 2=-65 (LC 12), 4=-65 (LC 12)
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-3 to
3-3-3, Interior (1) 3-3-3 to 3-10-8, Exterior(2R) 3-10-8 to
7-1-8, Interior (1) 7-1-8 to 7-5-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 4-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 65 lb uplift at joint
2 and 65 lb uplift at joint 4.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)See Standard Industry Piggyback Truss Connection
Detail for Connection to base truss as applicable, or
consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 PBB 14Piggyback Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:52 Page: 1
ID:kjmDH1llYWIri_KXkd7HI2zz?BH-zhFIjDum3aw?L9N_JRm7x8b5Zcs5cyGYa_osy1zz_Xn
1012
=2x4
=2x4
=2x4
=4x4
=2x4 =2x4
=2x4
=2x4
712
10 9 8
6
53
1211
4
T1 T1
B1
ST2
ST1 ST1
0-6-15
0-6-15
0-6-15
7-7-14
3-2-15
3-9-15
3-2-15
7-0-14
6-5-15
3-2-8
0-4-13
0-1-4
-0-1-4
3-1-4
3-1-4
Scale = 1:54.3
Plate Offsets (X, Y):[2:0-2-1,0-1-0], [6:0-2-1,0-1-0]
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 0.05 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 YES WB 0.08 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 28 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 and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 6-5-15.
(lb) -Max Horiz 2=71 (LC 11)
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, 8, 9, 10
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 3-10=-170/266, 5-8=-170/265
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=2ft; Cat. II; Exp C; Enclosed;
MWFRS (directional) and C-C Corner(3E) 0-3-3 to 3-3-3,
Exterior(2N) 3-3-3 to 3-10-8, Corner(3R) 3-10-8 to 7-1-8,
Exterior(2N) 7-1-8 to 7-5-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
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)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 6, 10, 8.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)See Standard Industry Piggyback Truss Connection
Detail for Connection to base truss as applicable, or
consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 PBBG 11Piggyback Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:52 Page: 1
ID:VoI55OG5fQaulRYbBSt8?uzz?Ad-zhFIjDum3aw?L9N_JRm7x8b7LcsjcxcYa_osy1zz_Xn
15.6212
=3x4
=4x4
=3x4
1
12 11 10 9 8
7
62
53
4
T1 T1
B1
ST1
ST2
ST3
ST1
ST2
0-2-10
12-1-10
5-10-3
11-11-0
6-0-13
6-0-13
12-1-10
7-11
-0
0-0-4
7-7-6
Scale = 1:68.4
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 0.05 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 0.12 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 70 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 and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-1-10.
(lb) -Max Horiz 1=-219 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 7
except 1=-120 (LC 10), 8=-145 (LC
12), 9=-143 (LC 12), 11=-144 (LC
12), 12=-145 (LC 12)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 7, 8, 10, 12 except 9=253 (LC
18), 11=253 (LC 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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-9 to
3-3-9, Interior (1) 3-3-9 to 6-1-0, Exterior(2R) 6-1-0 to
9-1-0, Interior (1) 9-1-0 to 11-10-7 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 C; 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 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 100 lb uplift at joint
(s) 7 except (jt=lb) 1=120, 12=144, 11=143, 8=144,
9=142.
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 T Webb / Muir Home
J1815-21 XFA 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:53 Page: 1
ID:Ub3kIMzQ4gX?lwuwAG1Y8Gzz?sv-RupgwZvOqt2szJyBt9IMUL7I90CqLOEipeYPUTzz_Xm
15.6212
=3x4
=4x4
=3x4
1
12 11 10 9 8
7
62
53
4
T1 T1
B1
ST1
ST2
ST1
ST2
ST3
0-2-10
10-8-14
5-1-13
10-6-5
5-4-7
5-4-7
10-8-14
7-0-2
0-0-4
6-8-8
Scale = 1:64.9
Plate Offsets (X, Y):[5:0-0-0,Edge], [6:0-0-0,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 0.05 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 0.10 Horiz(TL)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 64 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 and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 10-8-14.
(lb) -Max Horiz 1=-193 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
7, 10 except 1=-105 (LC 10),
8=-152 (LC 12), 9=-110 (LC 12),
11=-110 (LC 12), 12=-152 (LC 12)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 7, 9, 10, 11, 12 except 8=251
(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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-9 to
3-3-9, Interior (1) 3-3-9 to 5-4-10, Exterior(2R) 5-4-10 to
8-4-10, Interior (1) 8-4-10 to 10-5-12 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 C; 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 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 100 lb uplift at joint
(s) 7, 10 except (jt=lb) 1=104, 12=152, 11=110, 8=152,
9=110.
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 T Webb / Muir Home
J1815-21 XFD 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:53 Page: 1
ID:Ub3kIMzQ4gX?lwuwAG1Y8Gzz?sv-RupgwZvOqt2szJyBt9IMUL7I60CsLOZipeYPUTzz_Xm
7.0712
=2x4
=6x8
=4x4
=3x4
=3x4
=3x4
=5x6
=3x4
1 11 15 10 16 9 17 87
2
12 3
13
4 14
56
W1
T1 W7
B1W2
W3 W4
W5 W6
2-1-7
-2-1-7
3-6-11
7-4-13
3-10-3
3-10-3
3-10-3
11-3-0
0-2-8
11-3-0
3-6-11
7-4-13
3-7-11
11-0-8
3-10-3
3-10-3
8-2-10
1-0-15
7-8-8
Scale = 1:88.2
Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [8:0-3-0,0-2-12], [11:0-2-8,0-1-0]
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 0.72 Vert(LL)-0.01 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 8-9 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.44 Horz(CT)-0.01 8 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.03 8-9 >999 240
BCDL 7.0 Weight: 76 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* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=731/ Mechanical, (min. 0-1-8),
11=822/0-4-9, (min. 0-1-8)
Max Horiz 11=305 (LC 5)
Max Uplift 8=-567 (LC 5), 11=-451 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-11=-794/420, 2-12=-657/410,
3-12=-544/420, 3-13=-542/386,
4-13=-389/328, 4-14=-267/164
BOT CHORD 11-15=-321/128, 10-15=-321/128,
10-16=-483/485, 9-16=-483/485,
9-17=-364/368, 8-17=-364/368
WEBS 2-10=-350/566, 4-9=-274/289, 4-8=-624/526
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 451 lb uplift at joint
11 and 567 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.
9)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 67 lb
down and 27 lb up at 2-9-8, 67 lb down and 27 lb up at
2-9-8, 93 lb down and 80 lb up at 5-7-7, 93 lb down and
80 lb up at 5-7-7, and 124 lb down and 118 lb up at
8-5-6, and 124 lb down and 118 lb up at 8-5-6 on top
chord, and 2 lb down and 30 lb up at 2-9-8, 2 lb down
and 30 lb up at 2-9-8, 16 lb down and 51 lb up at 5-7-7,
16 lb down and 51 lb up at 5-7-7, and 44 lb down and
68 lb up at 8-5-6, and 44 lb down and 68 lb up at 8-5-6
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10)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: 1-2=-84, 2-5=-84, 5-6=-84, 7-11=-14
Concentrated Loads (lb)
Vert: 13=-11 (F=-5, B=-5), 14=-174 (F=-87, B=-87),
16=-14 (F=-7, B=-7), 17=-70 (F=-35, B=-35)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 YR1 13Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:53 Page: 1
ID:F7Yl_53RB7Xti8VTexAQTyzz?sn-RupgwZvOqt2szJyBt9IMUL77g0A5LJKipeYPUTzz_Xm
7.0712
=2x4
=3x4
=4x4
=3x4
=3x6
=2x4
1 9 12 8 13 7
6
2
10
3
11
45
W1
T1 W5
B1
W2
W3 W4
2-1-7
-2-1-7
4-2-9
4-2-9
4-2-9
8-5-1
0-2-8
8-5-1
4-0-1
8-2-9
4-2-9
4-2-9
6-6-10
1-0-15
6-0-8
Scale = 1:81.6
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-1-12,0-1-8]
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 0.72 Vert(LL)0.01 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 7-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.16 Horz(CT)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 7-8 >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
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=404/0-0-6, (req. 0-1-8),
9=628/0-7-6, (min. 0-1-8)
Max Horiz 9=240 (LC 7)
Max Uplift 7=-314 (LC 5), 9=-312 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-606/286, 2-10=-415/226, 3-10=-263/238
BOT CHORD 8-13=-278/263, 7-13=-278/263
WEBS 2-8=-156/325, 3-7=-339/299
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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)WARNING: Required bearing size at joint(s) 7 greater
than input bearing size.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 312 lb uplift at joint
9 and 314 lb uplift at joint 7.
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) 67 lb
down and 27 lb up at 2-9-8, 67 lb down and 27 lb up at
2-9-8, and 93 lb down and 80 lb up at 5-7-7, and 93 lb
down and 80 lb up at 5-7-7 on top chord, and 2 lb down
and 30 lb up at 2-9-8, 2 lb down and 30 lb up at 2-9-8,
and 16 lb down and 51 lb up at 5-7-7, and 16 lb down
and 51 lb up at 5-7-7 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
10)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: 1-2=-84, 2-4=-84, 4-5=-84, 6-9=-14
Concentrated Loads (lb)
Vert: 11=-11 (F=-5, B=-5), 13=-14 (F=-7, B=-7)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 YR2 12Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:54 Page: 1
ID:MMIE8j0x7v1RDXBiP56UI6zz?sr-v4N38uw0bBAjbTXNRspb1ZgIQQXa4qtr1IHy1vzz_Xl
7.0712
=2x4
=3x4
=3x4
=3x4
=3x4
=2x4
1 9 8 76
2
3
45
W1
T1 W5
B1W2
W3 W4
2-1-7
-2-1-7
2-9-9
2-9-9
2-9-9
5-7-2
0-2-8
5-7-2
2-7-1
5-4-10
2-9-9
2-9-9
4-10
-10
1-0-15
4-4-8
Scale = 1:80.1
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-1-12,0-1-8]
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 0.72 Vert(LL)0.00 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 8-9 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 7 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 8-9 >999 240
BCDL 7.0 Weight: 36 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
5-7-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=234/ Mechanical, (min. 0-1-8),
9=497/0-4-9, (min. 0-1-8)
Max Horiz 9=176 (LC 5)
Max Uplift 7=-146 (LC 5), 9=-216 (LC 8)
Max Grav 7=234 (LC 1), 9=514 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-500/201
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 216 lb uplift at joint
9 and 146 lb uplift at joint 7.
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) 67 lb
down and 27 lb up at 2-9-8, and 67 lb down and 27 lb
up at 2-9-8 on top chord, and 2 lb down and 30 lb up at
2-9-8, and 2 lb down and 30 lb up at 2-9-8 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
10)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: 1-2=-84, 2-4=-84, 4-5=-84, 6-9=-14
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 YR3 11Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:54 Page: 1
ID:F7Yl_53RB7Xti8VTexAQTyzz?sn-v4N38uw0bBAjbTXNRspb1ZgIQQYk4ser1IHy1vzz_Xl
9.2412
=2x4
=3x6
=4x4
=3x4
4 3
1
2
T1
W3
W1
B1
W2
4-10-10
4-10-10
5-0-9
1-3-7
5-0-9
0-11
-0
0-11
-0 0-4-7
1-3-7
3-3-9
4-7-0
Scale = 1:38.2
Plate Offsets (X, Y):[1:0-3-0,0-1-0], [2:0-2-0,0-1-4]
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 0.47 Vert(LL)-0.02 3-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.04 3-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 28 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
4-10-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-1-8. except 4=0-2-9
(lb) -Max Horiz 1=176 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 2
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 2, 3, 4
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 4-8-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 4.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 1, 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)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 YR4 11Monopitch Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:54 Page: 1
ID:ynd6Wh_2r_fsM3T7kzYnhTzz?su-v4N38uw0bBAjbTXNRspb1ZgMMQWK4smr1IHy1vzz_Xl
8.6212
=2x4
=3x4
=3x4
=2x4
1 7 6
5
2
34
W1
T1 W3
B1W2
1-8-14
-1-8-14
2-3-7
2-3-7
0-0-4
0-0-4
0-0-9
2-3-7
0-1-15
2-2-14
2-0-11
2-0-15
3-3-0
1-0-15
2-8-10
Scale = 1:88
Plate Offsets (X, Y):[2:0-1-12,0-1-8], [6:0-1-8,0-1-8]
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 0.44 Vert(LL)0.00 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 6-7 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 6-7 >999 240
BCDL 7.0 Weight: 16 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
2-3-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)6=31/0-0-3, (min. 0-1-8),
7=344/0-5-15, (min. 0-1-8)
Max Horiz 7=111 (LC 9)
Max Uplift 6=-122 (LC 16), 7=-138 (LC 12)
Max Grav 6=43 (LC 3), 7=485 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-472/327
BOT CHORD 6-7=-272/167
WEBS 2-6=-145/264
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 C; Enclosed;
MWFRS (directional) and C-C Corner (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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 at joint(s) 6.
7)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 138 lb uplift at joint
7 and 122 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 T Webb / Muir Home
J1815-21 YR5 12Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:54 Page: 1
ID:ynd6Wh_2r_fsM3T7kzYnhTzz?su-v4N38uw0bBAjbTXNRspb1ZgNlQYh4r7r1IHy1vzz_Xl
1012
=2x4
=3x4
=4x4
=4x4
=2x4
1 6 9 10 5
2
7
8 3
4
W1
T1 W4
B1
W3W2
1-6-0
-1-6-0
3-10-14
8-0-0
4-1-2
4-1-2
8-0-0
8-3-9
1-0-15
7-8-15
Scale = 1:67.6
Plate Offsets (X, Y):[5:0-2-0,0-2-8]
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 0.40 Vert(LL)-0.15 5-6 >624 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.25 5-6 >367 240
TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.38 5-6 >241 240
BCDL 7.0 Weight: 53 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=361/ Mechanical, (min. 0-1-8),
6=540/0-5-8, (min. 0-1-8)
Max Horiz 6=305 (LC 9)
Max Uplift 5=-240 (LC 9), 6=-198 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-363/353
BOT CHORD 6-9=-318/244, 9-10=-318/244, 5-10=-318/244
WEBS 3-5=-259/330, 3-6=-410/222
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 198 lb uplift at joint
6 and 240 lb uplift at joint 5.
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 T Webb / Muir Home
J1815-21 Z1 18Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:55 Page: 1
ID:ynd6Wh_2r_fsM3T7kzYnhTzz?su-NGxRLExeMVIZCc6Z?ZKqZmDYBqnzpGB_Gy1WZMzz_Xk
1012
=4x4
=4x4
1 5
7 4
2
6
3
W1
T1
B1
1-6-0
-1-6-0
5-11-11
5-11-11
5-11-11
6-7-5
1-0-15
6-0-11
Scale = 1:58.2
Plate Offsets (X, Y):[2:0-3-11,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 0.72 Vert(LL)0.24 4-5 >288 240 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.08 4-5 >816 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.14 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-R
BCDL 7.0 Weight: 22 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
5-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=206/ Mechanical, (min. 0-1-8),
4=55/ Mechanical, (min. 0-1-8),
5=451/0-5-8, (min. 0-1-8)
Max Horiz 5=246 (LC 12)
Max Uplift 3=-126 (LC 12), 4=-62 (LC 12),
5=-97 (LC 12)
Max Grav 3=206 (LC 1), 4=92 (LC 3), 5=451
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-424/160
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 97 lb uplift at joint
5, 126 lb uplift at joint 3 and 62 lb uplift at joint 4.
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 T Webb / Muir Home
J1815-21 Z1A 16Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:55 Page: 1
ID:ynd6Wh_2r_fsM3T7kzYnhTzz?su-NGxRLExeMVIZCc6Z?ZKqZmDTDqmDpJg_Gy1WZMzz_Xk
1012
=3x6
=3x4
1 5
8 4
6 2
7
3
W1
T1
B1
1-6-0
-1-6-0
3-11-11
3-11-11
3-11-11
4-11
-5
1-0-15
4-4-11
Scale = 1:52
Plate Offsets (X, Y):[5:0-2-0,0-0-8]
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 0.60 Vert(LL)0.02 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.01 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.05 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-R Wind(LL)0.05 4-5 >860 240
BCDL 7.0 Weight: 16 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
3-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=124/ Mechanical, (min. 0-1-8),
4=27/ Mechanical, (min. 0-1-8),
5=364/0-5-8, (min. 0-1-8)
Max Horiz 5=193 (LC 12)
Max Uplift 3=-81 (LC 12), 4=-44 (LC 12),
5=-86 (LC 12)
Max Grav 3=126 (LC 18), 4=59 (LC 3), 5=382
(LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-338/171
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 86 lb uplift at joint
5, 81 lb uplift at joint 3 and 44 lb uplift at joint 4.
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 T Webb / Muir Home
J1815-21 Z1B 110Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:55 Page: 1
ID:ynd6Wh_2r_fsM3T7kzYnhTzz?su-NGxRLExeMVIZCc6Z?ZKqZmDV4qqXpJg_Gy1WZMzz_Xk
1012
=2x4
=4x4
1 5 7 4
2
6 3
W1
T1
B1
1-6-0
-1-6-0
1-11-11
1-11-11
1-11
-11
3-3-5
1-0-15 2-8-11
Scale = 1:74
Plate Offsets (X, Y):[2:0-3-11,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 0.57 Vert(LL)0.00 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 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: 10 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
1-11-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=24/ Mechanical, (min. 0-1-8),
4=-5/ Mechanical, (min. 0-1-8),
5=305/0-5-8, (min. 0-1-8)
Max Horiz 5=141 (LC 12)
Max Uplift 3=-73 (LC 16), 4=-30 (LC 16),
5=-83 (LC 12)
Max Grav 3=34 (LC 18), 4=26 (LC 3), 5=422
(LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-366/212
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 83 lb uplift at joint
5, 30 lb uplift at joint 4 and 73 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 T Webb / Muir Home
J1815-21 Z1C 112Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:55 Page: 1
ID:QzBUj1_gcHnj_D2JHh30Dhzz?st-NGxRLExeMVIZCc6Z?ZKqZmDWRqt3pJg_Gy1WZMzz_Xk
1012
=4x4
=4x4
1 5
7 4
2
6
3
W1
T1
B1
1-6-0
-1-6-0
5-10-15
5-10-15
5-10-15
6-6-11
1-0-15
6-0-1
Scale = 1:58
Plate Offsets (X, Y):[2:0-3-11,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 0.71 Vert(LL)0.23 4-5 >297 240 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.08 4-5 >844 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.14 3 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-R
BCDL 7.0 Weight: 22 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
5-10-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)3=203/ Mechanical, (min. 0-1-8),
4=54/ Mechanical, (min. 0-1-8),
5=448/0-5-8, (min. 0-1-8)
Max Horiz 5=244 (LC 12)
Max Uplift 3=-125 (LC 12), 4=-62 (LC 12),
5=-97 (LC 12)
Max Grav 3=203 (LC 1), 4=91 (LC 3), 5=448
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-422/160
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 5-10-3 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 97 lb uplift at joint
5, 125 lb uplift at joint 3 and 62 lb uplift at joint 4.
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 T Webb / Muir Home
J1815-21 Z2 11Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:56 Page: 1
ID:QzBUj1_gcHnj_D2JHh30Dhzz?st-rTUpZayG7oQQqmhmYHr36_ld6E6dYlv8Vcm35ozz_Xj
1012
=2x4
=3x4
=4x4
=2x4
1 5
8
4
6
2
7
3
W1
T1 W3
B1
W2
1-6-0
-1-6-0
4-0-0
4-0-0
4-0-0
4-11
-9
1-0-15
4-4-15
Scale = 1:54.6
Plate Offsets (X, Y):[2:0-1-8,0-1-8]
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 0.34 Vert(LL)-0.01 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.02 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.03 4-5 >999 240
BCDL 7.0 Weight: 26 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
4-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-7-10 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=147/ Mechanical, (min. 0-1-8),
5=362/0-3-8, (min. 0-1-8)
Max Horiz 5=175 (LC 9)
Max Uplift 4=-131 (LC 9), 5=-139 (LC 12)
Max Grav 4=147 (LC 1), 5=383 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-357/239
BOT CHORD 5-8=-427/255, 4-8=-427/255
WEBS 2-4=-201/384
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 3-10-4 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 139 lb uplift at joint
5 and 131 lb uplift at joint 4.
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 T Webb / Muir Home
J1815-21 Z3 110Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:56 Page: 1
ID:QzBUj1_gcHnj_D2JHh30Dhzz?st-rTUpZayG7oQQqmhmYHr36_ljqECEYk08Vcm35ozz_Xj
1012
=4x8
=5x6
=3x6
=3x4
=3x4
=4x8
=5x6
=2x4
1
9 8 10 7 6
2
3
4 5
T1
T2
W3
B1
W1 W2
W3W4
HW1
1-3-8
8-0-0
3-6-0
3-6-0
3-2-8
6-8-8
1-1-12
8-0-0
3-4-4
6-10-4
3-6-0
3-6-0
1-0-15
6-8-0
6-8-0
Scale = 1:91.1
Plate Offsets (X, Y):[1:0-3-0,0-0-3], [3:0-1-0,0-1-8], [4:0-6-4,0-2-0], [6:0-3-0,0-2-12], [7:0-1-12,0-1-8], [8:0-4-4,0-1-8]
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 0.62 Vert(LL)-0.04 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.05 7-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.01 6 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.03 7-8 >999 240
BCDL 7.0 Weight: 72 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
SLIDER Left 2x8 DF SS -- 2-4-1
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-11-13 oc purlins, except end verticals, and
2-0-0 oc purlins: 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1307/0-5-8, (min. 0-1-11),
6=1707/ Mechanical, (min. 0-1-8)
Max Horiz 1=244 (LC 7)
Max Uplift 1=-469 (LC 10), 6=-717 (LC 7)
Max Grav 1=1599 (LC 25), 6=1875 (LC 25)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1681/455, 2-3=-1498/467, 3-4=-433/143
BOT CHORD 1-9=-423/1050, 8-9=-423/1050,
8-10=-423/1050, 7-10=-423/1050
WEBS 3-8=-496/1242, 3-7=-1255/471,
4-7=-434/1102, 4-6=-1214/458
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; 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.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 469 lb uplift at joint
1 and 717 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
11)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 560 lb
down and 206 lb up at 1-6-12, 560 lb down and 206 lb
up at 3-6-12, and 560 lb down and 206 lb up at 5-6-12,
and 565 lb down and 210 lb up at 7-10-4 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
12)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: 1-4=-84, 4-5=-84, 1-6=-14
Concentrated Loads (lb)
Vert: 6=-565 (F), 8=-560 (F), 9=-560 (F), 10=-560 (F)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 Z4A 11Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:56 Page: 1
ID:F7Yl_53RB7Xti8VTexAQTyzz?sn-rTUpZayG7oQQqmhmYHr36_lfRE9BYYZ8Vcm35ozz_Xj
1012
=MT18HS 3x8
=5x6
=3x6
=3x4
=5x6
=2x4
1
7 8 6 9
5
2
3
4
T1 W3
B1
W1 W2
HW1
4-0-0
4-0-0
4-0-0
8-0-0
4-0-0
8-0-0
4-0-0
4-0-0
7-8-15
1-0-15
7-8-15
Scale = 1:68.8
Plate Offsets (X, Y):[1:0-3-0,0-0-3], [3:0-1-0,0-1-8], [5:0-3-0,0-2-12], [6:0-4-8,0-1-8]
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 0.85 Vert(LL)-0.03 1-6 >999 360 MT18HS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.04 1-6 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.01 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 1-6 >999 240
BCDL 7.0 Weight: 60 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
SLIDER Left 2x8 DF SS -- 2-7-15
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1302/0-5-8, (min. 0-1-8),
5=1711/ Mechanical, (min. 0-1-8)
Max Horiz 1=280 (LC 5)
Max Uplift 1=-462 (LC 8), 5=-728 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1255/426, 2-3=-1160/439
BOT CHORD 1-7=-403/824, 7-8=-403/824, 6-8=-403/824,
6-9=-403/824, 5-9=-403/824
WEBS 3-6=-529/1319, 3-5=-1186/535
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 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 462 lb uplift at joint
1 and 728 lb uplift at joint 5.
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) 560 lb
down and 206 lb up at 1-6-12, 560 lb down and 206 lb
up at 3-6-12, and 560 lb down and 206 lb up at 5-6-12,
and 565 lb down and 210 lb up at 7-10-4 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
10)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: 1-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 5=-565 (B), 7=-560 (B), 8=-560 (B), 9=-560 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 Z4B 11Jack-Closed Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:56 Page: 1
ID:QzBUj1_gcHnj_D2JHh30Dhzz?st-rTUpZayG7oQQqmhmYHr36_lbvE8hYbr8Vcm35ozz_Xj
1012
=3x6
=3x4
=7x8
=4x8
=6x8
=2x4
1 7
9 10 6 11
58
2
3 4
T1
T2
W3
W1 B1
W3 W4
W2
1-6-0
-1-6-0
3-2-0
8-0-0
4-10-0
4-10-0
3-0-4
8-0-0
4-11-12
4-11-12
5-7-14
1-0-15
5-1-4
5-1-4
Scale = 1:66.9
Plate Offsets (X, Y):[2:0-1-8,0-1-8], [3:0-6-4,0-2-0], [5:Edge,0-3-12], [6:0-3-8,0-4-8]
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 0.73 Vert(LL)-0.06 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.08 6-7 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.06 6-7 >999 240
BCDL 7.0 Weight: 58 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
4-1-14 oc purlins, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=1358/ Mechanical, (min. 0-1-8),
7=1471/0-5-8, (min. 0-1-15)
Max Horiz 7=206 (LC 7)
Max Uplift 5=-564 (LC 7), 7=-642 (LC 10)
Max Grav 5=1484 (LC 25), 7=1842 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1227/391, 2-7=-1438/406
BOT CHORD 6-11=-373/773, 5-11=-373/773
WEBS 3-6=-641/1462, 3-5=-1432/619, 2-6=-240/738
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 C; 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
2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat C; 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)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 bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 564 lb uplift at joint
5 and 642 lb uplift at joint 7.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
12)Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 656 lb
down and 377 lb up at 2-0-12, and 549 lb down and 203
lb up at 4-0-12, and 722 lb down and 204 lb up at
6-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
13)In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-84, 2-3=-84, 3-4=-84, 5-7=-14
Concentrated Loads (lb)
Vert: 9=-656 (B), 10=-549 (B), 11=-722 (B)
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 Z5 14Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:57 Page: 1
ID:jJ67BR43yRfjKI4fCfhf?9zz?sm-Jf2Bmwyvu6YHSwGy6_MIeBIoTdSAH1HHjGWceEzz_Xi
1012
=2x4
=4x4
=4x8
=3x4
=3x4
=2x4
1 7 6 5
2 3 4
T1
T2W3W1B1
W3W4W2
1-6-0
-1-6-0
0-9-10
0-9-10
1-2-6
2-0-0
0-11-6
0-11-6
1-0-10
2-0-0
2-3-9 1-0-15 1-8-151-8-15
Scale = 1:91.5
Plate Offsets (X, Y):[3:0-6-4,0-2-0]
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 0.36 Vert(LL)0.00 6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240
BCDL 7.0 Weight: 16 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
2-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=9/ Mechanical, (min. 0-1-8),
7=304/0-5-8, (min. 0-1-8)
Max Horiz 7=95 (LC 13)
Max Uplift 5=-112 (LC 18), 7=-140 (LC 14)
Max Grav 5=103 (LC 28), 7=531 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-521/319
WEBS 3-6=-259/124, 2-6=-157/256
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-10-4 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 C; 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)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 bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 112 lb uplift at joint
5 and 140 lb uplift at joint 7.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 Z6A 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:57 Page: 1
ID:QzBUj1_gcHnj_D2JHh30Dhzz?st-Jf2Bmwyvu6YHSwGy6_MIeBIuGdZvHBuHjGWceEzz_Xi
1012
=2x4
=4x4
=3x4
=5x6
=2x4
1 7 6 5
2
34
T1
T2
W4
W1 B1
W3
W2
1-6-0
-1-6-0
0-4-13
2-0-0
1-7-3
1-7-3
1-0-0
2-0-0
1-0-0
1-0-0
2-11
-9
1-0-15 2-4-152-4-15
Scale = 1:92.4
Plate Offsets (X, Y):[2:0-0-12,0-1-8], [3:0-4-4,0-2-0]
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 0.52 Vert(LL)0.00 6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.00 6 >999 240
BCDL 7.0 Weight: 16 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
2-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=9/ Mechanical, (min. 0-1-8),
7=304/0-5-8, (min. 0-1-8)
Max Horiz 7=121 (LC 13)
Max Uplift 5=-112 (LC 18), 7=-135 (LC 14)
Max Grav 5=29 (LC 5), 7=572 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-580/316
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-10-4 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 C; 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)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 bottom
chord and any other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 112 lb uplift at joint
5 and 135 lb uplift at joint 7.
10)This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11)Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply T Webb / Muir Home
J1815-21 Z6B 11Half Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:57 Page: 1
ID:uAkswN?JNbvacNdVrOaFmuzz?ss-Jf2Bmwyvu6YHSwGy6_MIeBIrmdZkHBxHjGWceEzz_Xi
1012
=2x4
=3x4
=3x4
=2x4
1 5 7 4
2
6 3
W1
T1 W3
B1
W2
1-6-0
-1-6-0
2-0-0
2-0-0
2-0-0
3-3-9
1-0-15 2-8-15
Scale = 1:73
Plate Offsets (X, Y):[2:0-1-8,0-1-8]
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 0.35 Vert(LL)0.00 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 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 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=9/ Mechanical, (min. 0-1-8),
5=304/0-5-8, (min. 0-1-8)
Max Horiz 5=128 (LC 11)
Max Uplift 4=-112 (LC 16), 5=-133 (LC 12)
Max Grav 4=29 (LC 10), 5=428 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-5=-416/260
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 C; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-7-2 to
1-4-14, Interior (1) 1-4-14 to 1-10-4 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 C; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3)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.
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 to
bearing plate capable of withstanding 133 lb uplift at joint
5 and 112 lb uplift at joint 4.
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 T Webb / Muir Home
J1815-21 Z6C 12Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 03 17:10:58 Page: 1
ID:uAkswN?JNbvacNdVrOaFmuzz?ss-orcZzGzXfQg834q8gitXBPr3F1vu0eORywFAAhzz_Xh