HomeMy WebLinkAboutTRUSS SPECS - 20-00796 - 1068 Cypress Loop - New SFR1
15 21 1422 23 13 12 24 11 25 26 1027 28 29
9
17
2
4 19 5 6 720 8183
T1
T2 T3
W6
B1 B2
W2
W3 W4 W5 W6 W7 W6 W7 W6 W8
W1
0-1-12
Scale = 1:64.6
Plate Offsets (X, Y): [2:0-2-12,0-2-0], [3:0-3-0,0-1-12], [14:0-4-0,0-3-12]
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 0.78 Vert(LL) -0.19 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT) -0.24 11-13 >999 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.07 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.06 11-13 >999 240
BCDL 7.0 Weight: 392 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
5-8-9 oc purlins, except end verticals, and
2-0-0 oc purlins (5-3-4 max.): 3-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 7-9
REACTIONS (lb/size) 9=4668/ Mechanical, (min. 0-1-8),
16=3941/0-5-8, (min. 0-2-3)
Max Horiz 16=148 (LC 9)
Max Uplift 9=-566 (LC 7), 16=-457 (LC 10)
Max Grav 9=5469 (LC 22), 16=4097 (LC 23)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-17=-979/74, 2-17=-973/95, 2-3=-5942/705,
3-18=-6336/732, 4-18=-6341/731,
4-19=-6768/722, 5-19=-6768/722,
5-6=-6768/722, 6-7=-6768/722, 8-9=-375/42
BOT CHORD 1-16=-44/772, 15-16=-596/4794,
15-21=-630/5412, 14-21=-630/5412,
14-22=-771/7142, 22-23=-771/7142,
13-23=-771/7142, 12-13=-771/7142,
12-24=-771/7142, 11-24=-771/7142,
11-25=-495/4495, 25-26=-495/4495,
10-26=-495/4495, 10-27=-495/4495,
27-28=-495/4495, 28-29=-495/4495,
9-29=-495/4495
WEBS 2-15=-79/845, 3-15=-514/66,
3-14=-309/3108, 4-14=-1489/94,
4-13=-58/779, 4-11=-649/83, 5-11=-739/86,
7-11=-339/3286, 7-10=-131/1309,
7-9=-6270/643, 2-16=-5185/599
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 566 lb uplift at joint
9 and 457 lb uplift at joint 16.
12) This truss is designed in accordance with the 2015
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) 1309
lb down and 213 lb up at 9-2-8, 436 lb down and 59 lb
up at 11-3-4, 436 lb down and 59 lb up at 13-3-4, 436 lb
down and 59 lb up at 15-3-4, 436 lb down and 59 lb up
at 17-3-4, 436 lb down and 59 lb up at 19-3-4, 436 lb
down and 59 lb up at 21-3-4, 436 lb down and 59 lb up
at 23-3-4, 436 lb down and 59 lb up at 25-3-4, and 436
lb down and 59 lb up at 27-3-4, and 438 lb down and 57
lb up at 29-3-4 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: 1-3=-84, 3-8=-84, 1-9=-14
Concentrated Loads (lb)
Vert: 12=-436 (B), 11=-436 (B), 21=-1309 (B),
22=-436 (B), 23=-436 (B), 24=-436 (B), 25=-436 (B),
26=-436 (B), 27=-436 (B), 28=-436 (B), 29=-438 (B)
Job Truss Truss Type Qty Ply
J1406-20 A01 21Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:42 Page: 1
ID:qyxf03?aqznUuv1xZhRyhgyR8yb-Ux8fcLyArvjrO4jBmgkHzQwzj6zUSWwjzcLtKWya5gR
1
13 1222 23 11 24 25 10
9
15
2
16
8
4 19 5 618 20 21173 7
T1
T2 T3 T4
W7
B1 B2
W2
W3 W4 W5 W5 W4 W3
W6
W1
HW1
0-1-12
Scale = 1:72.9
Plate Offsets (X, Y): [1:0-3-2,0-1-0], [2:0-1-12,0-2-0], [9:0-2-0,0-1-4], [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 0.60 Vert(LL) -0.19 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.25 11-13 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.03 11-13 >999 240
BCDL 7.0 Weight: 176 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
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-4-7 oc purlins, except end verticals, and
2-0-0 oc purlins (4-3-8 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-13, 6-10, 2-14, 8-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1406/ Mechanical, (min. 0-1-8),
14=1532/0-5-8, (min. 0-2-0)
Max Horiz 14=173 (LC 13)
Max Uplift 9=-93 (LC 11), 14=-107 (LC 14)
Max Grav 9=1960 (LC 29), 14=1849 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-15=-380/0, 2-15=-357/184,
2-16=-2056/195, 3-16=-1967/217,
3-17=-1746/215, 17-18=-1748/215,
4-18=-1753/215, 4-19=-1983/211,
5-19=-1983/211, 5-6=-1983/211,
6-20=-482/112, 20-21=-478/113,
7-21=-477/113, 7-8=-475/127, 8-9=-1944/154
BOT CHORD 1-14=0/303, 13-14=-327/1694,
12-13=-248/2167, 12-22=-248/2167,
22-23=-248/2167, 11-23=-248/2167,
11-24=-200/1743, 24-25=-200/1743,
10-25=-200/1743
WEBS 2-13=-479/210, 3-13=0/493, 4-13=-632/203,
4-11=-464/100, 6-11=-22/635,
6-10=-1910/179, 7-10=-339/120,
8-10=-151/1886, 2-14=-2129/316
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-2,
Interior (1) 3-0-2 to 11-2-8, Exterior (2) 11-2-8 to 15-5-10,
Interior (1) 15-5-10 to 28-4-8, Exterior (2) 28-4-8 to
29-11-12 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 107 lb uplift at joint
14 and 93 lb uplift at joint 9.
9) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1406-20 A02 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:43 Page: 1
ID:urLJ9BB_IagMBCgqyKCToqyR8yM-z7i1qhzocDri0EINKOFWWdTADWJ3By1sBG5Qsyya5gQ
2x4
1
12 11 10 21 9 22 8
7
14
15
2
16 6
20417 18 19 53
T1
T2
T3
W8
B1 B2
W2 W3
W4 W5 W6 W5 W4
W7
W1
HW1
0-1-12
Scale = 1:70.1
Plate Offsets (X, Y): [2:0-3-4,0-1-12], [3:0-4-0,0-1-11], [5:0-4-0,0-1-11], [6:0-1-12,0-2-0]
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 0.87 Vert(LL) -0.10 10-12 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT) -0.15 10-12 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.06 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.03 10-12 >999 240
BCDL 7.0 Weight: 184 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
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-13 oc purlins, except end verticals, and
2-0-0 oc purlins (4-5-10 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 7-8.
WEBS 1 Row at midpt 4-10, 4-8, 2-13, 6-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1406/ Mechanical, (min. 0-1-8),
13=1532/0-5-8, (min. 0-2-2)
Max Horiz 13=191 (LC 13)
Max Uplift 7=-85 (LC 14), 13=-107 (LC 14)
Max Grav 7=1667 (LC 29), 13=2009 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-419/14, 2-16=-1781/200,
3-16=-1639/224, 3-17=-1473/226,
4-17=-1478/225, 4-18=-755/161,
18-19=-750/161, 5-19=-748/162,
5-20=-785/162, 6-20=-841/149,
6-7=-1652/175
BOT CHORD 12-13=-298/1918, 11-12=-298/1918,
10-11=-298/1918, 10-21=-200/1624,
9-21=-200/1624, 9-22=-200/1624,
8-22=-200/1624
WEBS 2-10=-713/89, 3-10=0/309, 4-10=-290/434,
4-9=0/325, 4-8=-1337/124, 6-8=-147/1471,
2-13=-2229/176
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-2,
Interior (1) 3-0-2 to 13-2-8, Exterior (2) 13-2-8 to
17-5-10, Interior (1) 17-5-10 to 26-4-8, Exterior (2)
26-4-8 to 29-11-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 107 lb uplift at joint
13 and 85 lb uplift at joint 7.
10) This truss is designed in accordance with the 2015
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
J1406-20 A03 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:44 Page: 1
ID:QwJNWfN1XVh46guvuiVDRCyR8y6-RJGQ10_QNWzZdOtZt5ml2r0HpwchwR?0QwqzPPya5gP
3x4
13
12 11 10 23 24 9
8
1
14 2
3
7
15 22
21
51817 19 2016 64
T2
T1
T3
T4
W1
W8
B1 B2
W3 W4
W5 W6 W6
W5
W7
W2
0-1-12
Scale = 1:63.8
Plate Offsets (X, Y): [1:Edge,0-1-8], [3:0-1-12,0-1-8], [4:0-5-0,0-2-4], [6:0-4-0,0-1-11], [7:Edge,0-1-12], [8:Edge,0-3-8], [12:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.29 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT) -0.40 9-10 >856 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 10-12 >999 240
BCDL 7.0 Weight: 179 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,W8:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-0 oc purlins, except end verticals, and
2-0-0 oc purlins (4-11-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 8-9.
WEBS 1 Row at midpt 3-10, 5-10, 5-9, 6-9, 7-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1403/ Mechanical, (min. 0-1-8),
13=1403/0-5-8, (min. 0-2-1)
Max Horiz 13=207 (LC 13)
Max Uplift 8=-85 (LC 14), 13=-80 (LC 14)
Max Grav 8=1655 (LC 30), 13=1955 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-2609/185, 2-14=-2355/186,
2-3=-2343/202, 3-15=-1813/196,
4-15=-1542/222, 4-16=-1333/224,
16-17=-1335/224, 5-17=-1335/223,
5-18=-786/188, 18-19=-785/188,
19-20=-781/188, 6-20=-781/189,
6-21=-873/180, 21-22=-900/169,
7-22=-1094/159, 1-13=-1889/165,
7-8=-1615/179
BOT CHORD 12-13=-251/668, 11-12=-283/2034,
10-11=-283/2034, 10-23=-179/1166,
23-24=-179/1166, 9-24=-179/1166
WEBS 3-10=-874/112, 4-10=0/275, 5-10=-35/601,
5-9=-825/109, 7-9=-115/1127, 1-12=-44/1386
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 14-0-0, Exterior (2) 14-0-0
to 18-2-15, Interior (1) 18-2-15 to 23-2-0, Exterior (2)
23-2-0 to 27-4-15, Interior (1) 27-4-15 to 28-9-4 zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 80 lb uplift at joint
13 and 85 lb uplift at joint 8.
10) This truss is designed in accordance with the 2015
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
J1406-20 A04 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:44 Page: 1
ID:y?HQt7Z3mPip177zq3n_5ayR8xs-RJGQ10_QNWzZdOtZt5ml2r0H7wfewTk0QwqzPPya5gP
=M18SHS 3x8
20
19 27 28 18 17 29 30 16 15 31 14 32 13 33
12
1 11
2621
109
2
25223
8
4
2423
65 7
T2
T1
T3
T4
T5
W13W1
B1 B3B2
W5
W6 W7 W7
W6
W8 W9
W4
W3 W10
W12
W11W2
Scale = 1:81.4
Plate Offsets (X, Y): [2:0-3-0,0-1-12], [7:0-4-0,0-1-11], [8:0-1-12,0-1-8], [9:0-1-12,0-1-8], [11:0-3-12,0-1-12], [12:Edge,0-2-0], [13:0-3-8,0-3-0], [14:0-3-8,Edge], [16:0-1-12,0-2-0]
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 0.95 Vert(LL) -0.30 14-16 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.95 Vert(CT) -0.39 14-16 >999 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.15 12 n/a n/a MT20HS 165/146
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.08 14-16 >999 240
BCDL 7.0 Weight: 489 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
*Except* B3:2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W8,W9,W12,W1:2x4 DF 1800F 1.6E or 2x4
DF No.1&Btr, W13:2x8 DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(4-10-5 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 8-16, 2-20
REACTIONS (lb/size) 12=10498/0-5-8, (req. 0-6-0),
20=3652/ Mechanical, (min. 0-1-8)
Max Horiz 20=165 (LC 9)
Max Uplift 12=-745 (LC 10), 20=-245 (LC 10)
Max Grav 12=11277 (LC 26), 20=4425 (LC
26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-21=-972/68, 2-21=-787/88,
2-22=-6395/408, 3-22=-6269/413,
3-4=-6210/428, 4-23=-6029/451,
5-23=-5692/461, 5-6=-5035/421,
6-7=-6239/515, 7-24=-7023/557,
8-24=-7517/541, 8-25=-14226/1014,
9-25=-14469/1002, 9-10=-13343/917,
10-26=-13519/913, 11-26=-13556/904,
11-12=-9753/664, 1-20=-762/76
BOT CHORD 19-20=-270/5274, 19-27=-251/5396,
27-28=-251/5396, 18-28=-251/5396,
17-18=-251/5396, 17-29=-252/5614,
29-30=-252/5614, 16-30=-252/5614,
15-16=-782/12457, 15-31=-782/12458,
14-31=-782/12459, 14-32=-738/11549,
13-32=-738/11549, 13-33=-111/1730,
12-33=-111/1730
WEBS 4-17=-564/174, 5-17=-154/2375,
6-17=-2298/198, 6-16=-175/2283,
7-16=-169/2890, 8-16=-7824/610,
8-14=-522/7492, 4-19=-356/78, 2-19=-6/478,
9-14=-66/1157, 11-13=-650/10171,
9-13=-1535/115, 2-20=-5822/322
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered
at 0-6-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0
oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 8-14 2x4 - 2 rows staggered at 0-3-0 oc,
member 9-13 2x4 - 1 row at 0-7-0 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 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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, with BCDL = 7.0psf.
10) WARNING: Required bearing size at joint(s) 12 greater
than input bearing size.
11) Refer to girder(s) for truss to truss connections.
12) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 745 lb uplift at joint
12 and 245 lb uplift at joint 20.
13) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
14) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
15) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 7655
lb down and 578 lb up at 29-0-8, 722 lb down and 51 lb
up at 31-1-4, 722 lb down and 51 lb up at 33-1-4, and
722 lb down and 51 lb up at 35-1-4, and 729 lb down
and 47 lb up at 36-10-6 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-7=-84, 7-11=-84, 12-20=-14
Concentrated Loads (lb)
Vert: 14=-7655 (B), 12=-729 (B), 13=-722 (B),
32=-722 (B), 33=-722 (B)
Job Truss Truss Type Qty Ply
J1406-20 A05 21Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:45 Page: 1
ID:CjUu66?lklVbbvJJIwf7nAya65V-vWqoFM_38q5QFXSmRoH_b2YRDKuJfrg9faaXxrya5gO
712
2x4
1221
20 19 30 31 18
17
1 11
22 29
13
2823
16
10239
15 14
2724
84
25 26
5 6 7
T2
T1
T3
T2
T1
W1 W16B1B2
B3
B4
B5
W6
W7
W8 W9 W10W11
W12
W13
W14
W15W3W2
W4 W5
0-1-12
Scale = 1:83.1
Plate Offsets (X, Y): [2:0-3-0,0-1-8], [5:0-5-0,Edge], [7:0-3-12,0-1-0], [10:0-3-0,0-1-12], [16:0-6-0,0-6-4], [17:0-2-0,0-0-8], [18:0-1-12,0-2-0]
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 0.97 Vert(LL) -0.70 13-14 >634 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.99 Vert(CT) -0.89 13-14 >500 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.76 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.13 13-14 >999 240
BCDL 7.0 Weight: 238 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
*Except* B3:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W6,W7,W8,W11,W1,W15,W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr, W16:2x4 DF 2400F
2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(3-0-3 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
2-2-0 oc bracing: 16-17.
1 Row at midpt 6-16
WEBS 1 Row at midpt 10-12, 2-21, 4-18
WEBS 2 Rows at 1/3 pts 5-18
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 12=1807/0-5-8, (min. 0-2-9),
21=1807/ Mechanical, (min. 0-1-8)
Max Horiz 21=171 (LC 13)
Max Uplift 12=-106 (LC 14), 21=-106 (LC 14)
Max Grav 12=2605 (LC 30), 21=2605 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-22=-691/59, 22-23=-539/68, 2-23=-397/79,
2-3=-3492/267, 3-24=-3458/270,
4-24=-3299/290, 4-25=-2788/290,
5-25=-2566/300, 5-6=-3212/328,
6-7=-3853/343, 7-26=-5349/405,
8-26=-5574/395, 8-27=-6002/420,
9-27=-6152/405, 9-10=-6192/397,
10-28=-483/79, 28-29=-608/69,
11-29=-772/60, 1-21=-574/84, 11-12=-632/85
BOT CHORD 20-21=-195/2976, 19-20=-195/2976,
19-30=-151/2759, 30-31=-151/2759,
18-31=-151/2759, 6-16=-1054/45,
15-16=-128/3423, 14-15=-134/4064,
13-14=-284/5561, 12-13=-342/5201
WEBS 5-18=-3063/96, 16-18=-153/4437,
5-16=-132/3738, 6-15=-32/1255,
7-15=-1160/37, 7-14=-144/3445,
8-14=-706/130, 10-13=0/371,
10-12=-5647/363, 2-21=-3184/199,
4-19=-1/310, 4-18=-856/117
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-10-6, Interior (1) 3-10-6 to 16-0-0, Exterior (2) 16-0-0
to 26-6-0, Interior (1) 26-6-0 to 37-0-4 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Bearing at joint(s) 12 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 106 lb uplift at joint
12 and 106 lb uplift at joint 21.
11) This truss is designed in accordance with the 2015
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
J1406-20 A06 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:45 Page: 1
ID:QBro4TahXjqgfHiANmIDdoyR8xr-vWqoFM_38q5QFXSmRoH_b2YQvKtkfqO9faaXxrya5gO
MT20HS 5x10
23
22 21 20 19
13
1 1215
32
18
3124211
17
3 10
16
25 30
26 29492827
85
6 7
T2
T1
T3
T2
T4
W1 B1 B2
B3
B4
B5
B6
W3
W4
W5
W6
W8W9
W16
W2
W10W11
W12
W13
W14
W15
W7
HW2
2-7-0
0-1-12
Scale = 1:98
Plate Offsets (X, Y): [3:0-3-0,0-2-4], [6:0-3-0,0-2-0], [8:0-1-4,0-1-8], [10:0-2-0,0-2-8], [13:0-2-13,Edge], [16:0-4-12,0-3-8], [17:0-1-14,0-1-12], [18:0-2-12,Edge], [21:0-0-10,0-2-4]
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 0.90 Vert(LL) -0.66 15-16 >668 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.93 Vert(CT) -0.83 15-16 >529 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.65 14 n/a n/a M18SHS 220/195
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.10 15-16 >999 240
BCDL 7.0 Weight: 252 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
*Except* B3:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except* W5,W1,W11:2x4
DF 1800F 1.6E or 2x4 DF No.1&Btr,
W2,W15:2x4 DF 2400F 2.0E
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-14 oc purlins, except end verticals, and
2-0-0 oc purlins (3-3-5 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
2-2-0 oc bracing: 15-16,14-15.
1 Row at midpt 5-18
10-0-0 oc bracing: 18-20
WEBS 1 Row at midpt 4-21, 3-23, 8-17, 10-14,
6-18
JOINTS 1 Brace at Jt(s): 18
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 14=1972/0-5-8, (min. 0-3-1),
23=1804/ Mechanical, (min. 0-1-8)
Max Horiz 23=-189 (LC 12)
Max Uplift 14=-107 (LC 14), 23=-96 (LC 14)
Max Grav 14=2877 (LC 30), 23=2693 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-24=-666/77, 2-24=-518/79, 2-3=-378/90,
3-25=-3757/241, 25-26=-3521/252,
4-26=-3354/264, 4-27=-4089/250,
5-27=-4054/263, 5-6=-3916/299,
6-7=-3410/243, 7-8=-4010/257,
8-28=-6125/280, 9-28=-6156/270,
9-29=-6103/330, 29-30=-6247/319,
10-30=-6502/318, 11-31=-299/65,
31-32=-302/63, 12-32=-442/61,
12-13=-296/3, 1-23=-535/96
BOT CHORD 22-23=-119/3227, 21-22=-119/3227,
17-18=0/3410, 16-17=-22/5451,
15-16=-109/5862, 14-15=-188/5616,
13-14=-7/326
WEBS 3-21=-327/118, 4-21=-1004/1,
18-21=-62/3596, 6-17=-6/1075,
7-17=-77/1586, 12-14=-513/151,
3-23=-3463/155, 8-17=-3658/124,
8-16=-81/4084, 9-16=-602/118,
9-15=-290/108, 10-15=0/255,
10-14=-6449/258, 6-18=-134/679
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-11-13, Interior (1) 3-11-13 to 18-0-0, Exterior (2) 18-0-0
to 24-7-2, Interior (1) 24-7-2 to 38-4-8 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 107 lb uplift at joint
14 and 96 lb uplift at joint 23.
10) This truss is designed in accordance with the 2015
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
J1406-20 A07 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:46 Page: 1
ID:bDvF7_uxyCemJWrDYInrpmyR8yk-NiOASi?hv8DHth1y?WpD8G5ckjEpOHXIuEJ4THya5gN
712
=3x6 3x4
19
18 17
16
11
1 1013
24
20
15
92
3 8
14
421 7
22 23
5
6
T2
T1
T2
T3
W1
B1 B6B2
B3
B4
B5W3
W4
W5
W6
W7
W8
W9
W10
W11
W12
W13
W2
HW2
Scale = 1:86.8
Plate Offsets (X, Y): [3:0-1-12,0-2-0], [10:0-2-12,0-1-8], [11:0-2-13,Edge], [13:0-3-4,0-2-0], [14:0-3-8,0-2-4], [15:0-2-0,Edge], [16:0-2-0,0-0-4], [17:0-2-6,0-1-12], [19:0-2-12,0-1-8]
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 0.61 Vert(LL) -0.38 13-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT) -0.56 13-14 >788 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.38 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.11 13-14 >999 240
BCDL 7.0 Weight: 231 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
*Except* B3:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except* W8,W12,W1:2x4
DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-9-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing. Except:
1 Row at midpt 5-15
WEBS 1 Row at midpt 4-17, 6-15, 3-19
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 12=1959/0-5-8, (min. 0-2-1),
19=1788/ Mechanical, (min. 0-1-8)
Max Horiz 19=-196 (LC 12)
Max Uplift 12=-115 (LC 14), 19=-105 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-20=-621/87, 2-20=-459/91, 2-3=-395/100,
3-4=-2358/262, 4-21=-2502/234,
21-22=-2480/245, 5-22=-2372/258,
5-6=-2309/277, 6-23=-3760/303,
7-23=-3889/287, 7-8=-4093/336,
8-9=-4108/307, 9-24=-4205/293,
10-24=-4342/291, 10-11=-251/10,
1-19=-510/102
BOT CHORD 18-19=-118/2030, 17-18=-118/2030,
5-15=-526/264, 14-15=0/2123,
13-14=-105/3680, 11-12=-16/278
WEBS 4-17=-554/23, 15-17=-82/2229,
6-15=-259/937, 6-14=-103/2603,
7-14=-567/148, 7-13=-279/125,
8-13=-425/126, 10-13=-220/3657,
10-12=-1844/241, 3-19=-2021/144
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-11-13, Interior (1) 3-11-13 to 18-7-0, Exterior (2) 18-7-0
to 22-5-1, Interior (1) 22-5-1 to 38-4-8 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 115 lb uplift at joint
12 and 105 lb uplift at joint 19.
9) This truss is designed in accordance with the 2015
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
J1406-20 A08 13Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:47 Page: 1
ID:bDvF7_uxyCemJWrDYInrpmyR8yk-ruyYf20JgRL7Urc8ZDKSgTes?7cW7kgS6u3e?kya5gM
3x6
111
101513
17 212
3 9
8
14
4
18 75
19 20
6
T2
T1
T2
T1
B1
B2 B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11HW1HW1
Scale = 1:83.1
Plate Offsets (X, Y): [1:0-2-13,Edge], [4:0-1-12,0-2-0], [11:0-2-13,Edge], [13:0-3-4,0-1-12], [16:0-2-8,0-2-8]
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 0.58 Vert(LL) -0.23 13-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT) -0.32 13-14 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.21 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.05 13-14 >999 240
BCDL 7.0 Weight: 205 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* W10:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-3-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 12=1419/0-5-8, (min. 0-1-11),
16=2460/0-5-8, (min. 0-2-10)
Max Horiz 16=-184 (LC 12)
Max Uplift 12=-60 (LC 14), 16=-314 (LC 14)
Max Grav 12=1555 (LC 19), 16=2460 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-17=-206/383, 2-17=-190/509,
2-3=-265/730, 3-4=-248/904, 4-18=-941/4,
5-18=-861/15, 5-19=-1467/47,
6-19=-1383/67, 6-20=-2296/41,
7-20=-2513/18, 7-8=-2962/118,
8-9=-3020/90, 9-21=-3074/76,
10-21=-3211/74
BOT CHORD 1-16=-324/192, 15-16=-809/377,
14-15=-11/585, 13-14=0/2493
WEBS 2-16=-446/171, 4-16=-1844/222,
4-15=-131/1565, 5-15=-962/169,
5-14=-73/772, 6-14=0/1525, 7-14=-680/172,
7-13=-117/340, 8-13=-434/127,
10-13=-19/2642, 10-12=-1466/166
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to
3-11-8, Interior (1) 3-11-8 to 19-9-8, Exterior (2) 19-9-8 to
23-9-0, Interior (1) 23-9-0 to 39-7-0 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 314 lb uplift at joint
16 and 60 lb uplift at joint 12.
7) This truss is designed in accordance with the 2015
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
J1406-20 A09 15Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:47 Page: 1
ID:3QSdKKvZjWmdxgQP5?I4M_yR8yj-ruyYf20JgRL7Urc8ZDKSgTesV7i97oFS6u3e?kya5gM
4x413 7
6
12
19
9
11
5
4
10
1 314
1516 18
17
2
T1
T2
T3
W1 B1
B2
B3
W3
W4 W5
W6
W7
W8
W9
W2
HW2
Scale = 1:83.3
Plate Offsets (X, Y): [1:0-2-12,0-1-12], [6:0-2-4,0-2-0], [7:0-3-0,0-0-2], [9:0-3-0,0-2-4], [10:0-3-0,0-2-12], [12:0-2-5,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 0.67 Vert(LL) -0.25 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT) -0.38 9-10 >782 240
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.27 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.06 9-10 >999 240
BCDL 7.0 Weight: 158 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-12 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 3-11, 1-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1385/0-5-8, (min. 0-1-8),
13=1210/0-5-8, (min. 0-1-8)
Max Horiz 13=-279 (LC 12)
Max Uplift 8=-75 (LC 14), 13=-77 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-1012/103, 14-15=-986/106,
15-16=-875/118, 2-16=-856/131,
2-17=-783/139, 17-18=-864/127,
3-18=-996/126, 3-4=-2470/209,
4-5=-2480/179, 5-19=-2581/166,
6-19=-2713/156, 12-13=-1210/156,
1-12=-1180/89
BOT CHORD 11-12=-301/306, 10-11=0/2996, 9-10=0/1901
WEBS 2-11=-13/355, 3-11=-2640/38, 3-10=0/1902,
3-9=-111/381, 4-9=-438/125, 6-9=-111/2220,
6-8=-1304/197, 1-11=-38/847
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 6-11-0, Exterior (2) 6-11-0 to
9-11-0, Interior (1) 9-11-0 to 26-8-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Bearing at joint(s) 13 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 75 lb uplift at joint
8 and 77 lb uplift at joint 13.
8) This truss is designed in accordance with the 2015
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
J1406-20 A10 15Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:47 Page: 1
ID:3QSdKKvZjWmdxgQP5?I4M_yR8yj-ruyYf20JgRL7Urc8ZDKSgTer37hF7kkS6u3e?kya5gM
5x6
12 7
6
15
911
5
4
10
3
141
132
T1
T2
T3
W1
B1
B2
B3
W3
W4
W5
W6
W7
W8
W2
HW2
Scale = 1:83.3
Plate Offsets (X, Y): [2:0-2-12,Edge], [7:0-3-0,0-0-2], [9:0-2-12,0-2-0], [11:0-3-0,0-3-4]
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 0.52 Vert(LL) -0.12 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT) -0.18 9-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.38 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.09 10-11 >999 240
BCDL 7.0 Weight: 143 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-13 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 1-12, 2-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1190/0-5-8, (min. 0-1-8),
12=1013/0-5-8, (min. 0-1-8)
Max Horiz 12=-306 (LC 12)
Max Uplift 8=-58 (LC 14), 12=-72 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-260/267, 2-13=-956/112,
13-14=-1073/110, 3-14=-1208/100,
3-4=-1929/176, 4-5=-1939/146,
5-15=-2041/133, 6-15=-2172/122,
11-12=-1013/192
BOT CHORD 10-11=-291/453, 9-10=0/1342
WEBS 2-10=-3/1303, 3-10=-626/190, 3-9=-193/491,
4-9=-435/126, 6-9=-84/1732, 6-8=-1111/188,
2-11=-1052/233
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
5-11-0, Interior (1) 5-11-0 to 22-8-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Bearing at joint(s) 12 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
8 and 72 lb uplift at joint 12.
8) This truss is designed in accordance with the 2015
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
J1406-20 A11 12Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:48 Page: 1
ID:3VZKcajDiPLz57cT4HW16JyR8xf-J4VwtO1xRlT_6?BL6xrhDhA2GX2lsFKbLYoBYAya5gL
M18SHS 5x815 8
7
19
1014
18
13
6
12
5
11
4
17
1 16
32
T1 T2
T3
T4
W1
B1
B2
B3
W3W4W5
W6 W7
W8
W9
W10
W11
W2
HW2
Scale = 1:103.6
Plate Offsets (X, Y): [1:0-2-8,0-1-8], [2:0-6-0,0-2-0], [3:0-3-12,0-2-0], [4:0-1-15,0-1-8], [5:0-2-12,0-1-12], [8:0-3-0,0-0-2], [11:0-3-4,0-2-12], [12:0-4-0,0-2-0]
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 0.59 Vert(LL) -0.35 10-11 >718 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT) -0.45 10-11 >550 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.39 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.04 10-11 >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 *Except* W6,W7:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr, W1:2x6 DF
1800F 1.6E
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-1-14 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
7-3-12 oc bracing: 13-14.
WEBS 1 Row at midpt 2-13, 4-12, 5-9, 1-15
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1190/0-5-8, (min. 0-1-12),
15=1013/0-5-8, (min. 0-1-8)
Max Horiz 15=-301 (LC 12)
Max Uplift 9=-58 (LC 14), 15=-72 (LC 14)
Max Grav 9=1654 (LC 30), 15=1553 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-602/137, 2-3=-570/120, 3-16=-525/106,
16-17=-665/94, 4-17=-895/83,
4-5=-3062/168, 7-19=-353/54,
14-15=-1553/203, 1-14=-1582/68
BOT CHORD 13-14=-515/509, 12-13=-303/456,
11-12=0/3924, 10-11=0/2202, 9-10=-41/2747
WEBS 2-13=-1103/379, 2-12=-154/1514,
3-12=-413/155, 4-12=-3874/0, 4-11=0/2566,
4-10=-135/617, 5-9=-3083/100,
7-9=-491/150, 1-13=0/1211
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
7-8-15, Interior (1) 7-8-15 to 22-8-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Bearing at joint(s) 15 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
9 and 72 lb uplift at joint 15.
10) This truss is designed in accordance with the 2015
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
J1406-20 A12 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:48 Page: 1
ID:BNslG2zRleofvrJzqaeBqFya66q-J4VwtO1xRlT_6?BL6xrhDhA11X?lsCIbLYoBYAya5gL
12 6
5
174
11 8
10 9
3
16
15
214131
W1
T1
T2
T3
B1
B2
B3
W2 W3W4
W5
W6
W7
W8
HW2
Scale = 1:77.4
Plate Offsets (X, Y): [1:0-3-12,0-1-8], [2:0-3-4,Edge], [3:0-1-12,0-1-8], [4:0-2-0,Edge], [5:0-2-12,0-1-8], [6:0-3-0,0-0-2], [9:0-2-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.18 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT) -0.23 8-9 >999 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.33 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.06 10-11 >999 240
BCDL 7.0 Weight: 139 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* W1:2x6 DF 1800F
1.6E, W7:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (5-6-13 max.): 1-2.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 10-11.
WEBS 1 Row at midpt 1-12, 3-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1190/0-5-8, (min. 0-1-13),
12=1013/0-5-8, (min. 0-1-8)
Max Horiz 12=-284 (LC 12)
Max Uplift 7=-58 (LC 14), 12=-124 (LC 10)
Max Grav 7=1701 (LC 27), 12=1159 (LC 27)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 11-12=-1159/207, 1-11=-1128/64,
1-13=-961/108, 13-14=-961/108,
2-14=-962/108, 2-15=-1410/68,
15-16=-1482/55, 3-16=-1840/52,
3-4=-3052/132, 4-17=-3191/107,
5-17=-3288/102, 5-6=-368/10
BOT CHORD 10-11=-481/476, 9-10=-124/1039,
8-9=-20/2789, 7-8=-20/288, 6-7=-27/476
WEBS 1-10=-22/1494, 2-10=-1381/207, 2-9=0/1462,
3-9=-1336/218, 3-8=-264/144, 5-8=-41/2416,
5-7=-1733/209
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 5-6-0, Exterior (2) 5-6-0 to
8-6-0, Interior (1) 8-6-0 to 22-8-8 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Bearing at joint(s) 12 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
7 and 124 lb uplift at joint 12.
10) This truss is designed in accordance with the 2015
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
J1406-20 A13 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:49 Page: 1
ID:0XD1X51CLUYodmn7Aqlb4Wya66k-J4VwtO1xRlT_6?BL6xrhDhAzzX1gsC2bLYoBYAya5gL
712
4x6
13 8
187
617
10
12
511
4
16
3151 142
W1
T1
T2
T3
B1
B2
B3
W4
W9
W5
W6
W7
W8
W2
W3
HW2
Scale = 1:75.3
Plate Offsets (X, Y): [3:0-3-8,0-2-0], [8:0-3-0,0-0-2], [12:0-3-0,0-2-4]
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 0.45 Vert(LL) -0.15 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.21 10-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.29 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.07 11-12 >999 240
BCDL 7.0 Weight: 134 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F
1.6E
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-8-13 oc purlins, except end verticals, and
2-0-0 oc purlins (5-7-15 max.): 1-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 1-13, 5-9, 2-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1190/0-5-8, (min. 0-1-14),
13=1013/0-5-8, (min. 0-1-8)
Max Horiz 13=-252 (LC 12)
Max Uplift 9=-60 (LC 14), 13=-128 (LC 10)
Max Grav 9=1770 (LC 27), 13=1187 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 12-13=-1187/187, 2-15=-1285/79,
3-15=-1285/79, 3-16=-1430/75,
4-16=-1613/58, 4-5=-2738/137, 6-7=-310/31
BOT CHORD 11-12=-221/712, 10-11=0/2275,
9-10=-53/2393
WEBS 3-11=-12/322, 7-9=-571/117, 4-11=-955/178,
5-9=-2835/137, 2-12=-1251/77, 2-11=0/1229
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 7-6-0, Exterior (2) 7-6-0 to
10-6-0, Interior (1) 10-6-0 to 22-8-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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) Bearing at joint(s) 13 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 60 lb uplift at joint
9 and 128 lb uplift at joint 13.
9) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1406-20 A14 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:49 Page: 1
ID:n3i2Cq8DSxYga?OfeWuUOCya66c-nH3I4k2ZC3brk9mXgeMwlujE1xOcbjZlaBYk4cya5gK
10
17 918 8 7
5
16
4
1514
3131 1112 2
W1
T1
T2
B1 B2
W2 W3 W1
W4 W5 W6
HW2
Scale = 1:73.5
Plate Offsets (X, Y): [4:0-3-0,0-2-0], [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 0.99 Vert(LL) -0.22 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT) -0.31 8-10 >808 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.05 8-10 >999 240
BCDL 7.0 Weight: 133 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
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-0-6 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 1-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 1-10, 2-10, 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=1148/0-3-8, (min. 0-1-13),
10=1030/0-3-8, (min. 0-1-8)
Max Horiz 10=-217 (LC 10)
Max Uplift 6=-60 (LC 14), 10=-128 (LC 10)
Max Grav 6=1684 (LC 27), 10=1319 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-297/65, 2-13=-820/164,
3-13=-820/164, 3-14=-951/154,
14-15=-952/141, 4-15=-1215/129,
5-16=-453/28
BOT CHORD 10-17=-16/578, 9-17=-16/578, 9-18=-16/578,
8-18=-16/578, 7-8=-45/1525, 6-7=-45/1525
WEBS 2-10=-1109/196, 2-8=-74/782, 4-8=-826/117,
4-6=-1689/113
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 9-2-0, Exterior (2) 9-2-0 to
12-2-0, Interior (1) 12-2-0 to 22-4-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 128 lb uplift at joint
10 and 60 lb uplift at joint 6.
9) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1406-20 A15 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:49 Page: 1
ID:jSqpdW9T_YpNqIY2mxwyUdya66a-nH3I4k2ZC3brk9mXgeMwluj6cxJ?bgalaBYk4cya5gK
10
17 9 818 7
5
16
4
15
14
313121 11 2
W1
T1
T2
B1 B2
W2 W3 W2 W3
W4 W5
HW2
Scale = 1:66.6
Plate Offsets (X, Y): [1:0-1-8,0-1-8], [3:0-5-8,0-2-0], [4:0-1-12,0-2-0], [5:0-3-2,0-1-0], [9:0-3-0,0-1-8]
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 0.61 Vert(LL) -0.18 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT) -0.31 6-7 >828 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 7-9 >999 240
BCDL 7.0 Weight: 129 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
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-6-5 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 1-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 1-10, 3-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1149/0-3-8, (min. 0-1-11),
10=1030/0-3-8, (min. 0-1-9)
Max Horiz 10=-185 (LC 10)
Max Uplift 6=-62 (LC 14), 10=-131 (LC 10)
Max Grav 6=1577 (LC 27), 10=1438 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-1385/166, 1-11=-866/151,
2-11=-866/151, 2-12=-866/150,
12-13=-866/150, 3-13=-867/150,
3-14=-1020/151, 14-15=-1077/138,
4-15=-1242/129, 4-16=-437/116, 5-16=-459/0
BOT CHORD 8-9=0/932, 8-18=0/932, 7-18=0/932,
6-7=-73/1392, 5-6=0/371
WEBS 1-9=-155/1324, 2-9=-907/136, 3-9=-555/74,
3-7=0/416, 4-7=-599/113, 4-6=-1654/273
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 11-2-0, Exterior (2) 11-2-0 to
14-2-0, Interior (1) 14-2-0 to 22-4-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 131 lb uplift at joint
10 and 62 lb uplift at joint 6.
9) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1406-20 A16 11Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:50 Page: 1
ID:gqxZ2CBjWA353chRtMyQZ2ya66Y-nH3I4k2ZC3brk9mXgeMwlujCZxNVbfhlaBYk4cya5gK
5x14
=3x4
12
16 17 11 18 10 19 920 21 8 7
6
5
415141 2 13 3
W1
T1
T2
B1 B2
W2 W1 W2 W1 W2 W1
W3 W4
HW2
Scale = 1:53.6
Plate Offsets (X, Y): [1:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:Edge,0-0-7], [6:0-2-5,Edge], [8:0-4-0,0-4-12], [11:0-3-0,0-1-8]
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 0.80 Vert(LL) -0.09 8-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.81 Vert(CT) -0.12 8-9 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.03 8-9 >999 240
BCDL 7.0 Weight: 299 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
WEDGE Right: 2x10 DF SS
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.): 1-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 6=2551/0-3-8, (min. 0-1-8),
12=3538/0-3-8, (min. 0-2-2)
Max Horiz 12=-151 (LC 36)
Max Uplift 6=-279 (LC 10), 12=-476 (LC 6)
Max Grav 6=2827 (LC 23), 12=4038 (LC 22)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-3569/423, 1-2=-2594/320,
2-13=-2594/320, 3-13=-2594/320,
3-14=-3752/489, 14-15=-3753/489,
4-15=-3753/489, 4-5=-4309/537,
5-6=-4823/512
BOT CHORD 11-18=-351/3824, 10-18=-351/3824,
10-19=-351/3824, 9-19=-351/3824,
9-20=-351/3824, 20-21=-351/3824,
8-21=-351/3824, 7-8=-391/3928,
6-7=-391/3928
WEBS 1-11=-488/4128, 2-11=-642/108,
3-11=-2005/263, 3-9=-99/1015, 3-8=-117/440,
4-8=-202/1739, 5-8=-536/132
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 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) Provide adequate drainage to prevent water ponding.
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 476 lb uplift at joint
12 and 279 lb uplift at joint 6.
10) This truss is designed in accordance with the 2015
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) 436 lb
down and 58 lb up at 1-1-4, 436 lb down and 59 lb up at
3-1-4, 436 lb down and 59 lb up at 5-1-4, 436 lb down
and 59 lb up at 7-1-4, 436 lb down and 59 lb up at
9-1-4, and 436 lb down and 59 lb up at 11-1-4, and 1309
lb down and 213 lb up at 13-1-4 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: 1-4=-84, 4-6=-84, 6-12=-14
Concentrated Loads (lb)
Vert: 8=-1309 (F), 16=-436 (F), 17=-436 (F), 18=-436
(F), 19=-436 (F), 20=-436 (F), 21=-436 (F)
Job Truss Truss Type Qty Ply
J1406-20 A17 21Roof Special Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:50 Page: 1
ID:ve5gCX61NqmAoR4Eu0rTBHya65L-FTdhI42BzMjiLJKjEMt9I6GKFLekK6YuprHIc2ya5gJ
3x6
1
30 43 44 29 28 27 26
1737
16
38 42
3432
1514
2 13
36
35
3
33
12
11
10441
5 9
39 40
6 8
7
T2
T1
T3
T4
B1 B1B2
W4
W5
W6 W7
W8W1
W3
W2
HW1 HW1
ST2ST1 ST3 ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST11
ST12
ST13
Scale = 1:81
Plate Offsets (X, Y): [1:0-3-8,Edge], [10:0-3-4,0-1-12], [13:0-4-0,0-2-0], [14:0-1-8,0-1-8], [17:0-2-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.20 28-30 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT) -0.29 28-30 >893 240
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 25 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 28-30 >999 240
BCDL 7.0 Weight: 256 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
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-5-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing, Except:
10-0-0 oc bracing: 1-31,30-31,28-30.
WEBS 1 Row at midpt 7-28
JOINTS 1 Brace at Jt(s): 32,
33, 34, 35, 36
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-7-0. except 31=0-3-8, 25=0-3-8
(lb) - Max Horiz 31=-169 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
18, 19, 21, 22, 23, 24, 25, 31
except 20=-138 (LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 19, 20, 22 except 18=259 (LC
19), 21=328 (LC 1), 23=275 (LC 1),
24=903 (LC 18), 25=666 (LC 19),
31=1276 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-38=-274/0, 2-3=-1385/127, 3-4=-1148/150,
4-5=-736/130, 5-39=-591/130,
6-39=-534/136, 6-7=-499/149, 7-8=-493/155,
8-40=-521/145, 9-40=-552/138,
9-41=-534/107, 10-41=-540/98, 11-12=0/271,
12-13=0/263
BOT CHORD 30-31=-49/1249, 30-43=0/961, 43-44=0/961,
29-44=0/961, 28-29=0/961
WEBS 4-33=-794/136, 32-33=-786/132,
28-32=-834/141, 28-34=0/942, 34-35=0/910,
10-35=0/882, 2-31=-1425/159, 4-30=-12/421,
2-30=-285/116, 9-35=-415/73,
26-35=-521/80, 10-24=-940/58
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-7-9,
Interior (1) 3-7-9 to 18-1-12, Exterior (2) 18-1-12 to
21-9-5, Interior (1) 21-9-5 to 36-3-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) All plates are 2x4 MT20 unless otherwise indicated.
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, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 21, 24, 23, 22, 19, 18, 31, 25 except (jt=lb) 20=138.
10) This truss is designed in accordance with the 2015
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
J1406-20 B1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:50 Page: 1
ID:BYv5TeIidrGIELiVLfs2WEyR8ww-FTdhI42BzMjiLJKjEMt9I6GPMLkPK5iuprHIc2ya5gJ
1
15 21 22 14 13 12 23 24 11
9
19 18
82
73
4 6
20 17
5
T2
T1
T2
T1
B1 B1B2
W5
W4W3
W2
W4 W3
W2 W1W1
HW1HW1
Scale = 1:81.9
Plate Offsets (X, Y): [1:0-3-2,0-1-0], [9:0-3-2,0-1-0]
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 0.52 Vert(LL) -0.21 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT) -0.29 13-15 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.09 16 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.05 13-15 >999 240
BCDL 7.0 Weight: 197 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
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-13, 6-13, 8-10, 2-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1778/0-3-8, (min. 0-1-14),
16=1778/0-3-8, (min. 0-1-14)
Max Horiz 10=-169 (LC 12)
Max Uplift 10=-104 (LC 14), 16=-123 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 5-17=-1549/241, 6-17=-1675/218,
6-7=-2073/232, 7-8=-2201/209, 8-18=-315/0,
9-18=-364/0, 1-19=-364/0, 2-19=-315/0,
2-3=-2201/209, 3-4=-2073/232,
4-20=-1675/218, 5-20=-1549/241
BOT CHORD 1-16=0/270, 15-16=-119/1906,
15-21=-53/1718, 21-22=-53/1718,
14-22=-53/1718, 13-14=-53/1718,
12-13=-52/1718, 12-23=-52/1718,
23-24=-52/1718, 11-24=-52/1718,
10-11=-120/1906, 9-10=0/270
WEBS 5-13=-120/1054, 4-13=-759/125, 4-15=0/288,
6-13=-759/125, 6-11=0/288, 8-10=-2164/260,
2-16=-2164/260
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-7-9,
Interior (1) 3-7-9 to 18-1-12, Exterior (2) 18-1-12 to
21-9-5, Interior (1) 21-9-5 to 36-3-8 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-
C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 104 lb uplift at joint
10 and 123 lb uplift at joint 16.
7) This truss is designed in accordance with the 2015
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
J1406-20 B2 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:51 Page: 1
ID:?oaNl?wpF70KA_ZoDQKYRPyR8yh-kfB3VQ3pkgrZzSvwo3OOrJoZQk2q3fS21V1r8Vya5gI
712
16
15 22 14 13 12 23 24 11
9
1
19
220
8
3 7
6418
21 17
5
T3
T4
T2
T1
W1
B1 B3B2
W9
W8W7
W6
W5W4
W3 W10W2
HW2
Scale = 1:81.9
Plate Offsets (X, Y): [9:0-3-2,0-1-0], [16:0-2-12,0-1-8]
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 0.51 Vert(LL) -0.20 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT) -0.29 11-13 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.09 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.04 11-13 >999 240
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* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 6-13, 4-13, 8-10, 3-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1770/0-3-8, (min. 0-1-14),
16=1654/0-3-8, (min. 0-1-12)
Max Horiz 16=-181 (LC 12)
Max Uplift 10=-104 (LC 14), 16=-97 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 5-17=-1532/240, 17-18=-1637/225,
6-18=-1659/215, 6-7=-2060/231,
7-8=-2188/208, 8-19=-312/0, 9-19=-358/0,
1-2=-571/75, 2-20=-442/76, 3-20=-423/87,
3-4=-2145/242, 4-21=-1646/221,
5-21=-1435/242, 1-16=-475/92
BOT CHORD 15-16=-107/1847, 15-22=-45/1662,
14-22=-45/1662, 13-14=-45/1662,
12-13=-52/1706, 12-23=-52/1706,
23-24=-52/1706, 11-24=-52/1706,
10-11=-118/1895, 9-10=0/266
WEBS 6-11=0/290, 6-13=-733/125, 5-13=-124/1054,
4-13=-725/124, 4-15=-15/312,
8-10=-2153/258, 3-16=-1849/139
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-1-12 to
3-7-14, Interior (1) 3-7-14 to 16-11-4, Exterior (2) 16-11-4
to 20-5-6, Interior (1) 20-5-6 to 35-1-0 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 97 lb uplift at joint
16 and 104 lb uplift at joint 10.
7) This truss is designed in accordance with the 2015
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
J1406-20 B3 14Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:51 Page: 1
ID:T?8myLxS0R8Bo88_n8rn_cyR8yg-kfB3VQ3pkgrZzSvwo3OOrJoadk2n3fV21V1r8Vya5gI
712
16
15 22 14 13 12 23 24 11
9
1
21
217
8
3
7
6420
18 19
5
T2
T1
T3
T4
W1
B1 B3B2
W3
W4 W5
W6
W7 W8
W9W2 W10
HW2
Scale = 1:78.2
Plate Offsets (X, Y): [9:0-3-8,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 0.51 Vert(LL) -0.20 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT) -0.29 11-13 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.09 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.04 11-13 >999 240
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* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-3-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-13, 6-13, 3-16, 8-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1766/0-3-8, (min. 0-1-14),
16=1650/0-5-8, (min. 0-1-12)
Max Horiz 16=-182 (LC 12)
Max Uplift 10=-104 (LC 14), 16=-97 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-535/71, 2-17=-410/72, 3-17=-387/83,
3-4=-2125/240, 4-18=-1639/220,
5-18=-1427/241, 5-19=-1524/239,
19-20=-1629/225, 6-20=-1652/214,
6-7=-2053/231, 7-8=-2181/208, 8-21=-312/0,
9-21=-357/0, 1-16=-454/89
BOT CHORD 15-16=-104/1820, 15-22=-44/1650,
14-22=-44/1650, 13-14=-44/1650,
12-13=-52/1700, 12-23=-52/1700,
23-24=-52/1700, 11-24=-52/1700,
10-11=-118/1890, 9-10=0/266
WEBS 4-15=-14/299, 4-13=-715/124,
5-13=-124/1047, 6-13=-733/125, 6-11=0/290,
3-16=-1861/142, 8-10=-2147/258
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-2-12 to
3-8-12, Interior (1) 3-8-12 to 16-11-4, Exterior (2) 16-11-4
to 20-5-4, Interior (1) 20-5-4 to 35-1-0 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) All plates are 3x4 MT20 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 97 lb uplift at joint
16 and 104 lb uplift at joint 10.
8) This truss is designed in accordance with the 2015
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
J1406-20 B4 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:52 Page: 1
ID:uaqubNzKIMXmfbtZSGPUcFyR8yd-CslRjm4SU_zQbcU6LnwdNXLlO8O?o6nBG9mPhxya5gH
11
17 10 9 18 19 8
6
16
5
4
31
12 151314
2
T1
T2
T3
W1
B1 B2
W2
W3
W4 W5
W6 W7
HW2
Scale = 1:81.9
Plate Offsets (X, Y): [1:0-1-0,0-1-8], [2:0-2-12,0-2-0], [6:0-3-8,Edge], [11:0-2-0,0-1-0]
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 0.46 Vert(LL) -0.15 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 8-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.02 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 10-11 >999 240
BCDL 7.0 Weight: 144 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
WEDGE Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-8-15 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 2-10, 3-10, 1-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1211/0-3-8, (min. 0-1-8),
11=1094/0-5-8, (min. 0-1-8)
Max Horiz 11=-258 (LC 12)
Max Uplift 7=-65 (LC 14), 11=-71 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-611/147, 12-13=-510/158,
2-13=-474/168, 2-14=-437/167,
14-15=-512/155, 3-15=-639/155,
3-4=-1123/159, 4-5=-1252/136, 5-16=-271/11,
6-16=-295/0, 1-11=-1060/153
BOT CHORD 9-10=0/865, 9-18=0/865, 18-19=0/865,
8-19=0/865, 7-8=-62/1166
WEBS 1-10=-110/751, 3-10=-688/130, 3-8=-10/388,
5-8=-281/117, 5-7=-1318/195
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 11-6-12 to
14-6-12, Interior (1) 14-6-12 to 16-11-4, Exterior (2)
16-11-4 to 19-11-4, Interior (1) 19-11-4 to 35-1-0 zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 71 lb uplift at joint
11 and 65 lb uplift at joint 7.
7) This truss is designed in accordance with the 2015
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
J1406-20 B5 12Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:52 Page: 1
ID:RNQbjxHldd3z0rJzL16Iukya66Q-CslRjm4SU_zQbcU6LnwdNXLl78Qso1IBG9mPhxya5gH
712
=3x4
3x8
=3x4
1 13
122
113
104
26 2795
86
7
T1 T1
B1 B2
HW1 HW1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
Scale = 1:57.6
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [13:Edge,0-0-15], [13:0-2-5,Edge], [21:0-3-0,0-3-0]
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 0.09 Vert(LL) 0.00 24-25 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 24-25 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 14 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.00 24-25 >999 240
BCDL 7.0 Weight: 129 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
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
10-0-0 oc purlins.
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 21-7-0. except 14=0-3-8
(lb) - Max Horiz 25=113 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s)
15, 16, 17, 18, 19, 21, 22, 23, 24,
25 except 14=-127 (LC 13)
Max Grav All reactions 250 (lb) or less at joint
(s) 14, 15, 16, 17, 18, 22, 23, 24
except 19=291 (LC 19), 20=279
(LC 1), 21=294 (LC 18), 25=297
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 7-20=-250/25, 6-21=-265/50, 8-19=-263/50
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner (3) 0-0-0 to 3-0-0,
Exterior (2) 3-0-0 to 12-0-0, Corner (3) 12-0-0 to 15-0-0,
Exterior (2) 15-0-0 to 24-0-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) All plates are 2x4 MT20 unless otherwise indicated.
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) 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 except (jt=lb)
14=127.
10) This truss is designed in accordance with the 2015
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
J1406-20 C1G 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:52 Page: 1
ID:?oaNl?wpF70KA_ZoDQKYRPyR8yh-CslRjm4SU_zQbcU6LnwdNXLru8UnoBeBG9mPhxya5gH
1
11 1019 20 9
7
2 6
1813
53
1714
1615
4
T1 T1
B1 B2
W4W4
W1
W2 W3 W3 W2
W1HW1HW1
Scale = 1:73.6
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [7:Edge,0-0-15], [7:0-2-5,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 0.43 Vert(LL) -0.11 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT) -0.14 9-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 9-11 >999 240
BCDL 7.0 Weight: 122 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
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-12 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) 8=1176/0-3-8, (min. 0-1-8),
12=1176/0-3-8, (min. 0-1-8)
Max Horiz 12=-113 (LC 12)
Max Uplift 8=-69 (LC 14), 12=-91 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-14=-1190/141, 14-15=-1071/146,
4-15=-1063/159, 4-16=-1063/159,
16-17=-1071/146, 5-17=-1190/141
BOT CHORD 11-12=-45/1041, 10-11=0/791, 10-19=0/791,
19-20=0/791, 9-20=0/791, 8-9=-46/1041
WEBS 4-9=-23/382, 4-11=-23/382, 2-12=-327/124,
3-12=-1211/117, 3-11=-297/98, 5-9=-297/98,
5-8=-1211/117, 6-8=-327/124
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 12-0-0, Exterior (2) 12-0-0 to 15-0-0,
Interior (1) 15-0-0 to 24-0-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 91 lb uplift at joint
12 and 69 lb uplift at joint 8.
7) This truss is designed in accordance with the 2015
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
J1406-20 C2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:53 Page: 1
ID:Xc0?YgwBUpuTZq_bfjpJvByR8yi-CslRjm4SU_zQbcU6LnwdNXLmZ8RAo3LBG9mPhxya5gH
4.9512
=3x4
4x8
2x4 =3x4
3x4
=3x4
1
11 7 12 6 13
5
14
2
9
3
10
4
T1 W6
B1
W2 W3
W4 W5
W1
HW1
Scale = 1:61.4
Plate Offsets (X, Y): [1:Edge,0-0-13], [1:0-2-9,Edge], [4:0-1-0,0-1-8], [5:0-1-12,0-1-8]
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 0.90 Vert(LL) -0.02 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT) -0.03 5-6 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.01 6-7 >999 240
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
WEBS 2x4 DF Stud/Std
WEDGE Left: 2x4 DF No.1&Btr or 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 1-8.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 5=849/ Mechanical, (min. 0-1-8),
8=864/0-7-12, (min. 0-1-8)
Max Horiz 8=151 (LC 7)
Max Uplift 5=-143 (LC 7), 8=-115 (LC 10)
Max Grav 5=893 (LC 14), 8=864 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-50/294, 2-9=-778/123, 3-9=-633/110,
4-5=-296/60
BOT CHORD 8-11=-175/692, 7-11=-175/692,
7-12=-165/704, 6-12=-165/704,
6-13=-146/666, 5-13=-146/666
WEBS 3-5=-831/148, 2-8=-1117/163
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 143 lb uplift at joint
5 and 115 lb uplift at joint 8.
8) This truss is designed in accordance with the 2015
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) 57 lb
down and 13 lb up at 1-8-1, 57 lb down and 13 lb up at
1-8-1, 45 lb down and 5 lb up at 4-6-0, 45 lb down and 5
lb up at 4-6-0, 108 lb down and 32 lb up at 7-3-15, 108
lb down and 32 lb up at 7-3-15, and 233 lb down and 61
lb up at 10-1-14, and 233 lb down and 61 lb up at
10-1-14 on top chord, and 9 lb up at 1-8-1, 9 lb up at
1-8-1, 7 lb down and 13 lb up at 4-6-0, 7 lb down and 13
lb up at 4-6-0, 17 lb down at 7-3-15, 17 lb down at
7-3-15, and 30 lb down at 10-1-14, and 30 lb down at
10-1-14 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: 9=-78 (F=-39, B=-39), 10=-328 (F=-164,
B=-164), 11=6 (F=3, B=3), 12=-18 (F=-9, B=-9),
13=-29 (F=-15, B=-15), 14=-10 (F=-5, B=-5)
Job Truss Truss Type Qty Ply
J1406-20 CR1 12Diagonal Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:53 Page: 1
ID:QkufD5_0W96rkVIiNvvB?yyR8xJ-g2Jpw554FH5HCm3IvURswkup?YorXa0KVpWyDNya5gG
=4x4
=3x4
1 11
2 10
3 9
4 82122
5 7
6
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1HW1HW1
Scale = 1:50.5
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [11:Edge,0-0-15], [11:0-2-5,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 0.06 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.11 Horiz(TL) 0.00 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R
BCDL 7.0 Weight: 89 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
WEDGE Left: 2x4 DF Stud/Std
Right: 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 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 16-0-0.
(lb) - Max Horiz 20=-87 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
12, 13, 14, 15, 17, 18, 19, 20
Max Grav All reactions 250 (lb) or less at joint
(s) 12, 13, 14, 16, 18, 19, 20 except
15=271 (LC 19), 17=271 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner (3) 0-0-0 to 3-2-8,
Exterior (2) 3-2-8 to 9-2-8, Corner (3) 9-2-8 to 12-2-8,
Exterior (2) 12-2-8 to 18-5-0 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) All plates are 2x4 MT20 unless otherwise indicated.
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) 17, 18, 19, 20, 15, 14, 13, 12.
10) Non Standard bearing condition. Review required.
11) This truss is designed in accordance with the 2015
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
J1406-20 D1G 11Common Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:53 Page: 1
ID:SthWSqyy6qWheoe9lo1d0FzuPF3-g2Jpw554FH5HCm3IvURswku13YrXXgoKVpWyDNya5gG
712
=3x4 =4x8
3x4
1
7
5
2 4
9 14
10 13
11 12
3
T1 T1
B1
W3
W1 W1W2W2
HW1 HW1
Scale = 1:63.8
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [2:0-1-12,0-1-8], [3:0-7-4,0-2-4], [4:0-1-12,0-1-8], [5:Edge,0-0-15], [5:0-2-5,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 0.65 Vert(LL) -0.05 7-8 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT) -0.09 7-8 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.01 7-8 >999 240
BCDL 7.0 Weight: 85 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
WEDGE Left: 2x4 DF Stud/Std
Right: 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) 6=902/0-5-8, (min. 0-1-8),
8=902/0-5-8, (min. 0-1-8)
Max Horiz 8=87 (LC 13)
Max Uplift 6=-52 (LC 14), 8=-75 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-305/0, 2-9=-879/67, 9-10=-720/80,
10-11=-695/82, 3-11=-590/97, 3-12=-590/97,
12-13=-695/82, 13-14=-720/80,
4-14=-879/67, 4-5=-305/8
BOT CHORD 1-8=-23/419, 7-8=-48/419, 6-7=-35/419,
5-6=-35/419
WEBS 2-8=-859/201, 4-6=-859/201, 2-7=-17/442,
4-7=-20/442
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 9-2-8, Exterior (2) 9-2-8 to 12-2-8,
Interior (1) 12-2-8 to 18-5-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 75 lb uplift at joint
8 and 52 lb uplift at joint 6.
8) This truss is designed in accordance with the 2015
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
J1406-20 D2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:54 Page: 1
ID:av1HJvWR2GR0n0kB?ANeQAzuPEK-8EtB7R5i0bD8qweUTBy5SyQ2fy8QG5jUjTFVlqya5gF
=3x4 2x4
4x4
=4x8
2x4
=4x8
3x4
1
12 8 7
10
2
11 9
6
14 3 5
18
171615
4
T1
T2
W8
B1 B4
B2
B3
B2
W2
W4
W5
W4
W1
W3
W7
W6
HW1
Scale = 1:68.8
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [2:0-1-12,0-1-8], [3:0-0-12,0-1-12], [5:0-0-12,0-2-0], [6:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-5-8,0-2-12], [11:0-5-8,0-2-8]
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 0.35 Vert(LL) -0.04 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.80 Vert(CT) -0.06 10-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.01 10-11 >999 240
BCDL 7.0 Weight: 88 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
*Except* B2:2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
WEDGE Left: 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, Except:
6-0-0 oc bracing: 1-13,7-8.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=736/ Mechanical, (min. 0-1-8),
13=891/0-5-8, (min. 0-1-8)
Max Horiz 13=102 (LC 13)
Max Uplift 7=-43 (LC 14), 13=-76 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-1228/104, 3-14=-1149/107,
3-15=-889/92, 4-15=-771/104,
4-16=-776/110, 16-17=-777/97,
17-18=-798/95, 5-18=-890/89, 5-6=-1125/118,
6-7=-689/72
BOT CHORD 10-11=-131/1187, 9-10=-133/1147
WEBS 3-10=-619/98, 4-10=0/293, 5-10=-579/99,
2-13=-766/99, 2-11=-102/1066, 6-9=-104/937
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 9-2-8, Exterior (2) 9-2-8 to 12-2-8,
Interior (1) 12-2-8 to 16-7-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 76 lb uplift at joint
13 and 43 lb uplift at joint 7.
8) This truss is designed in accordance with the 2015
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
J1406-20 D3 14Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:54 Page: 1
ID:d0rl?ne3SCVkPBGYUvDG6qzuOGB-8EtB7R5i0bD8qweUTBy5SyQ7Ny?nG1PUjTFVlqya5gF
=4x6 =10x10
4x8
1
9 8 13 7 14
6
5
2
41211
3
T1
T2
W7
B1 B2
W6
W1
W3
W4 W5W2
Scale = 1:61.5
Plate Offsets (X, Y): [1:0-2-8,Edge], [3:0-3-0,0-1-4], [4:0-1-12,0-1-8], [5:0-4-0,0-1-12], [6:Edge,0-2-0], [7:0-3-8,0-4-12]
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 0.33 Vert(LL) -0.12 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.82 Vert(CT) -0.15 7-8 >999 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.03 7-8 >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* W7:2x6 DF 1800F
1.6E, W6,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-9-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 6=7669/ Mechanical, (min. 0-1-8),
10=4646/0-5-8, (min. 0-2-8)
Max Horiz 10=100 (LC 9)
Max Uplift 6=-569 (LC 10), 10=-408 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-851/37, 2-11=-7104/634,
3-11=-6931/646, 3-12=-7057/647,
4-12=-7059/631, 4-5=-8241/653,
5-6=-6491/515
BOT CHORD 1-10=0/625, 9-10=-450/5372, 8-9=-450/5372,
8-13=-510/7018, 7-13=-510/7018,
7-14=-63/974, 6-14=-63/974
WEBS 2-10=-6154/594, 5-7=-478/6421,
3-8=-577/6628, 4-8=-1316/63, 4-7=-19/1264,
2-8=-76/1006
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 3-8 2x4 - 1 row at 0-2-0 oc, member 4-7
2x4 - 2 rows staggered at 0-7-0 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 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf 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 408 lb uplift at joint
10 and 569 lb uplift at joint 6.
11) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 5455
lb down and 574 lb up at 9-4-0, 1946 lb down and 102 lb
up at 11-3-4, and 1653 lb down and 94 lb up at 13-3-4,
and 1641 lb down and 94 lb up at 15-3-4 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: 1-3=-84, 3-5=-84, 1-6=-14
Concentrated Loads (lb)
Vert: 7=-1653 (F), 8=-5455 (F), 13=-1946 (F),
14=-1641 (F)
Job Truss Truss Type Qty Ply
J1406-20 D4 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:54 Page: 1
ID:8w1suKJy9SW0TfsuS4uWbfyR8wu-8EtB7R5i0bD8qweUTBy5SyQ7iy?VGzGUjTFVlqya5gF
=3x4
3x8
=4x4
3x8
=3x4
1 7
2 6
1413
3 5
4
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
Scale = 1:44.4
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-2-5,Edge], [7:Edge,0-0-15], [7:0-2-5,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 0.18 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R
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
OTHERS 2x4 DF Stud/Std
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
10-0-0 oc purlins.
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 11-10-8.
(lb) - Max Horiz 12=-68 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
8, 9, 11, 12
Max Grav All reactions 250 (lb) or less at joint
(s) 9, 11 except 8=430 (LC 19),
10=427 (LC 1), 12=430 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-30/298, 3-4=0/256, 4-5=0/256,
6-7=-30/298
WEBS 4-10=-385/0, 2-12=-302/93, 6-8=-302/93
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner (3) 0-0-0 to
3-1-12, Exterior (2) 3-1-12 to 7-1-12, Corner (3) 7-1-12 to
10-1-12, Exterior (2) 10-1-12 to 14-3-8 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) All plates are 2x4 MT20 unless otherwise indicated.
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) 11, 12, 9, 8.
10) Non Standard bearing condition. Review required.
11) This truss is designed in accordance with the 2015
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
J1406-20 F1G 11Common Supported Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:54 Page: 1
ID:xBi8Ahy4mkG2QHjAKrM0WqyR8yf-8EtB7R5i0bD8qweUTBy5SyQA1y9AG6XUjTFVlqya5gF
1
11 8 12 7 13 6 1415
5
42
9 10
3
T1 T1
B1
W1 W2
W3
W2 W1
HW1HW1
Scale = 1:46.1
Plate Offsets (X, Y): [1:Edge,0-3-13], [2:0-0-12,0-2-0], [3:0-2-0,0-1-8], [4:0-0-12,0-2-0], [5:Edge,0-3-13], [6:0-6-0,0-1-8], [7:0-9-0,0-3-8], [8:0-6-0,0-1-8]
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 0.79 Vert(LL) -0.06 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT) -0.08 6-7 >999 240 M18SHS 137/130
TCDL 7.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.01 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.02 6-7 >999 240
BCDL 7.0 Weight: 218 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 1-1/2X11-7/8 LP-LSL 1.75E
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=5917/0-5-8, (min. 0-2-1),
5=10204/0-5-8, (min. 0-3-9)
Max Horiz 1=63 (LC 9)
Max Uplift 1=-343 (LC 10), 5=-536 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-6899/402, 2-9=-6266/366,
3-9=-6170/377, 3-10=-6169/377,
4-10=-6265/366, 4-5=-8885/474
BOT CHORD 1-11=-275/5247, 8-11=-275/5247,
8-12=-275/5247, 7-12=-275/5247,
7-13=-331/6801, 6-13=-331/6801,
6-14=-331/6801, 14-15=-331/6801,
5-15=-331/6801
WEBS 2-8=-59/939, 2-7=-52/267, 3-7=-332/5953,
4-7=-1883/109, 4-6=-151/3517
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: 2x12 - 6 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 3-7 2x4 - 1 row at 0-4-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf 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) Solid blocking is required on both sides of the truss at
joint(s), 5.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 536 lb uplift at joint
5 and 343 lb uplift at joint 1.
11) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1774
lb down and 114 lb up at 1-11-4, 1774 lb down and 114
lb up at 3-11-4, 1774 lb down and 114 lb up at 5-11-4,
2679 lb down and 104 lb up at 7-11-4, and 2591 lb down
and 115 lb up at 9-11-4, and 4411 lb down and 253 lb up
at 10-4-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 7=-1774 (F), 11=-1774 (F), 12=-1774 (F),
13=-2679 (F), 14=-2591 (F), 15=-4411 (F)
Job Truss Truss Type Qty Ply
J1406-20 F2 21Common Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:55 Page: 1
ID:4J9cJ0LCh4mkjz0HaVx_h4yR8ws-cRQaLn6KnvL?S4Dh1vTK?9zBGMQ8?Pudy7?3HGya5gE
13.8912
3x4
1 13
2 12
2825
113
4 10
2726
5 9
6 8
7
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST5
ST1
ST2
ST3
ST4
ST5
Scale = 1:74.6
Plate Offsets (X, Y): [7:Edge,0-3-1]
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 0.08 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R
BCDL 7.0 Weight: 158 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-21, 6-19, 9-17, 8-18
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 21-1-9.
(lb) - Max Horiz 1=228 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s)
13, 14, 15, 16, 17, 19, 21, 22, 23,
24 except 1=-127 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 13, 14, 15, 16, 17, 18, 19, 21,
22, 23, 24
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-254/223, 12-13=-254/223
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 10-7-0, Exterior (2) 10-7-0
to 13-7-0, Interior (1) 13-7-0 to 20-10-3 zone; cantilever
left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; 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) 13, 24, 23, 22, 21, 19, 14, 15, 16, 17 except (jt=lb)
1=127.
8) This truss is designed in accordance with the 2015
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
J1406-20 HFA1 11Lay-In Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:55 Page: 1
ID:FRUIQMWzRdgiGTQ6eaE4FLzuUpz-cRQaLn6KnvL?S4Dh1vTK?9zMMMX3?Z?dy7?3HGya5gE
=3x4
=3x4
=3x4
3x4
1
5
2
7
3 8
9
4
T1 W4
B1
W1
W2 W3
HW1
Scale = 1:69.8
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-0-13,0-4-8], [3:0-1-12,0-2-0], [5:0-1-12,0-1-8]
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) -0.07 5-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT) -0.11 5-6 >832 240
TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R Wind(LL) -0.02 5-6 >999 240
BCDL 7.0 Weight: 48 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
WEDGE Left: 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) 5=366/ Mechanical, (min. 0-1-8),
6=522/0-5-8, (min. 0-1-8)
Max Horiz 6=150 (LC 11)
Max Uplift 5=-50 (LC 11), 6=-44 (LC 14)
Max Grav 5=450 (LC 18), 6=546 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
BOT CHORD 5-6=-172/307
WEBS 3-6=-420/88, 3-5=-319/142
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 9-0-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 50 lb uplift at joint
5 and 44 lb uplift at joint 6.
8) This truss is designed in accordance with the 2015
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
J1406-20 J1 119Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:55 Page: 1
ID:qyxf03?aqznUuv1xZhRyhgyR8yb-cRQaLn6KnvL?S4Dh1vTK?9zCHMUu?ZNdy7?3HGya5gE
712
=3x4
=3x4
1
4
2
6
7
3
T1
B1
W2
W1HW1
Scale = 1:62.1
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-0-13,0-4-8], [3:0-2-8,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) -0.03 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT) -0.05 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 4-5 >999 240
BCDL 7.0 Weight: 32 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
WEDGE Left: 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) 3=229/ Mechanical, (min. 0-1-8),
4=34/ Mechanical, (min. 0-1-8),
5=440/0-5-8, (min. 0-1-8)
Max Horiz 5=99 (LC 14)
Max Uplift 3=-69 (LC 14), 5=-13 (LC 14)
Max Grav 3=283 (LC 18), 4=78 (LC 5), 5=457
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-406/94, 6-7=-282/104
WEBS 3-5=-171/281, 2-5=-546/201
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 7-2-3 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 69 lb uplift at joint
3 and 13 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015
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
J1406-20 J1A 14Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:56 Page: 1
ID:qyxf03?aqznUuv1xZhRyhgyR8yb-4d_yY77yYCUs3Eotac_ZXNWRIlrWk0onBnkcqiya5gD
712
=3x4
2x4
1
4
6 2
7
3
T1
B1
W1HW1
Scale = 1:59.7
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-0-13,0-4-8]
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 0.19 Vert(LL) -0.01 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.02 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) -0.01 4-5 >999 240
BCDL 7.0 Weight: 17 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
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-2-3 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) 3=134/ Mechanical, (min. 0-1-8),
4=27/ Mechanical, (min. 0-1-8),
5=341/0-5-8, (min. 0-1-8)
Max Horiz 5=72 (LC 14)
Max Uplift 3=-41 (LC 14), 5=-14 (LC 14)
Max Grav 3=158 (LC 18), 4=55 (LC 5), 5=350
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 2-5=-323/119
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) 0-0-0 to 3-0-0,
Interior (1) 3-0-0 to 5-1-7 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
3 and 14 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015
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
J1406-20 J1B 14Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:56 Page: 1
ID:qyxf03?aqznUuv1xZhRyhgyR8yb-4d_yY77yYCUs3Eotac_ZXNWWLltkk2InBnkcqiya5gD
=3x4
2x4
1
4
2
6
3
T1
B1
W1HW1
Scale = 1:66.4
Plate Offsets (X, Y): [1:Edge,0-0-15], [1:0-0-13,0-4-8]
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 0.07 Vert(LL) 0.00 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.01 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 4-5 >999 240
BCDL 7.0 Weight: 11 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
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-2-3 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) 3=45/ Mechanical, (min. 0-1-8),
4=-9/ Mechanical, (min. 0-1-8),
5=270/0-5-8, (min. 0-1-8)
Max Horiz 5=46 (LC 14)
Max Uplift 3=-21 (LC 14), 4=-9 (LC 1), 5=-19
(LC 14)
Max Grav 3=49 (LC 18), 4=15 (LC 5), 5=272
(LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 21 lb uplift at joint
3, 9 lb uplift at joint 4 and 19 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015
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
J1406-20 J1C 14Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:56 Page: 1
ID:qyxf03?aqznUuv1xZhRyhgyR8yb-4d_yY77yYCUs3Eotac_ZXNWX8ltvk2gnBnkcqiya5gD
7 12
=3x4
1
3
2
T1
B1
Scale = 1:34.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 4 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-2-3 oc purlins.
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) 2=106/ Mechanical, (min. 0-1-8),
3=8/ Mechanical, (min. 0-1-8)
Max Horiz 2=75 (LC 1), 3=-75 (LC 1)
Max Uplift 2=-21 (LC 14), 3=-4 (LC 10)
Max Grav 2=106 (LC 1), 3=20 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior (2) zone;
cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category
II; Exp B; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 21 lb uplift at joint
2 and 4 lb uplift at joint 3.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015
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
J1406-20 J1D 14Jack-Open Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Fri Sep 25 10:50:56 Page: 1
ID:FPHn7UJozLZE?G8NItUUcnzupc4-4d_yY77yYCUs3Eotac_ZXNWYqltZk2GnBnkcqiya5gD