HomeMy WebLinkAboutTRUSS SPECS - 20-00798 - 977 McJon Ln - New SFR712
=4x6
1
25 26 27 1928 29 30 1831 32 33 15 14 13 12 11 34 35
10
20
92
724 8
3
23214 622 5
T1
T2
T3
T4
T5
B1 B1B2
W3
W4W5 W6 W7 W4
W8 W9 W10 W11
W12W13
W2
W1
Scale = 1:87.8
Plate Offsets (X, Y): [1:0-1-4,0-0-11], [3:0-1-0,0-2-0], [4:0-5-4,0-2-4], [6:0-3-0,0-1-12], [7:0-3-0,Edge], [8:0-3-0,0-2-0], [9:0-1-0,0-1-8], [10:0-1-4,0-0-11], [11:0-4-12,0-2-0], [16:0-2-12,0-4-8],
[18:0-1-8,0-2-0], [19:0-4-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.12 1-19 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT) -0.17 1-19 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.03 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.06 1-19 >999 240
BCDL 7.0 Weight: 512 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
5-6-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-6, 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing, Except:
6-0-0 oc bracing: 17-18,15-17.
WEBS 1 Row at midpt 4-17
REACTIONS (lb/size) 1=1781/ Mechanical, (min. 0-1-8),
10=3228/ Mechanical, (min. 0-1-8),
17=6728/0-5-8, (min. 0-3-13)
Max Horiz 1=122 (LC 9)
Max Uplift 1=-405 (LC 10), 10=-556 (LC 10),
17=-1410 (LC 10)
Max Grav 1=2141 (LC 32), 10=3523 (LC 32),
17=7148 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-20=-2585/446, 2-20=-2473/459,
2-3=-2288/463, 3-21=-208/1535,
4-21=-192/1677, 4-22=-386/2557,
5-22=-386/2558, 5-6=-167/908,
6-23=-174/1156, 7-23=-197/1115,
7-24=-1133/245, 8-24=-1133/245,
8-9=-2821/477, 9-10=-5693/875
BOT CHORD 1-25=-402/2187, 25-26=-402/2187,
26-27=-402/2187, 19-27=-402/2187,
19-28=-184/641, 28-29=-184/641,
29-30=-184/641, 18-30=-184/641,
18-31=-1264/308, 17-31=-1264/308,
16-17=-2005/454, 16-32=-2005/454,
32-33=-2005/454, 15-33=-2005/454,
14-15=-147/1094, 13-14=-147/1094,
12-13=-312/2308, 11-12=-718/4777,
11-34=-718/4777, 34-35=-718/4777,
10-35=-718/4777
WEBS 3-18=-2694/545, 4-18=-702/3232,
4-17=-4550/892, 5-17=-2781/487,
5-15=-462/2598, 6-15=-983/128,
7-15=-2213/427, 7-13=-255/1433,
8-13=-1909/298, 8-12=-387/2333,
9-12=-3361/541, 9-11=-510/3088,
3-19=-743/3414, 2-19=-674/103
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,
Except member 9-11 2x4 - 2 rows staggered at 0-3-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) 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, with BCDL = 7.0psf.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 405 lb uplift at joint
1, 556 lb uplift at joint 10 and 1410 lb uplift at joint 17.
11) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 625 lb
down and 136 lb up at 1-11-4, 625 lb down and 136 lb
up at 3-11-4, 636 lb down and 140 lb up at 5-11-4, 636
lb down and 140 lb up at 7-11-4, 636 lb down and 140 lb
up at 9-11-4, 632 lb down and 140 lb up at 11-11-4, 632
lb down and 140 lb up at 13-11-4, 2729 lb down and 413
lb up at 35-1-8, and 338 lb down and 68 lb up at
36-11-4, and 338 lb down and 68 lb up at 38-11-4 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, 6-7=-84, 7-8=-84, 8-10=-84,
1-10=-14
Concentrated Loads (lb)
Vert: 11=-2729 (B), 25=-625 (F), 26=-625 (F),
27=-636 (F), 28=-636 (F), 29=-636 (F), 30=-632 (F),
31=-632 (F), 34=-338 (B), 35=-338 (B)
Job Truss Truss Type Qty Ply
J1627-20 A1 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. Mon Sep 28 14:35:07 Page: 1
ID:fXg0Z8qtUVFPJu1tu?VFhryZ3Vm-SC7H0zlMsEdsnrsDJi1EPyOZS17xqN5dBPfbvxyZ362
=4x8
2x4 2x4
10
1
23 24 25 16 26 27 2815 14 29 13 1230 31 32 11
9
82
4 19 20 5 61817 21223 7
T1
T2 T3
T4
B1 B1B2
W1
W2 W2
W1
W4W3 W3 W4 W3
Scale = 1:81.6
Plate Offsets (X, Y): [1:0-4-0,0-1-11], [3:0-4-0,0-1-11], [6:0-1-12,0-1-8], [7:0-4-0,0-1-11], [9:0-3-0,0-2-11], [11:0-5-0,0-4-12], [12:0-4-12,0-1-8], [15:0-3-8,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.55 12-15 >772 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.91 Vert(CT) -0.67 12-15 >631 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.16 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.18 12-15 >999 240
BCDL 7.0 Weight: 388 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2,T3:2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 2400F 2.0E *Except* B2:2x6 DF
1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-6-10 oc purlins, except
2-0-0 oc purlins (3-10-7 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-16, 6-11
REACTIONS (lb/size) 1=6326/ Mechanical, (min. 0-1-8),
9=5867/0-5-8, (min. 0-3-0)
Max Horiz 1=-84 (LC 8)
Max Uplift 1=-1111 (LC 10), 9=-1079 (LC 10)
Max Grav 1=6567 (LC 28), 9=6021 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-11578/1920, 2-3=-11538/1908,
3-17=-9874/1648, 17-18=-9876/1648,
4-18=-9879/1648, 4-19=-14232/2294,
19-20=-14232/2294, 5-20=-14232/2294,
5-6=-14232/2294, 6-21=-9716/1636,
21-22=-9710/1636, 7-22=-9710/1636,
7-8=-11334/1890, 8-9=-11257/1875
BOT CHORD 1-23=-1590/9985, 23-24=-1590/9985,
24-25=-1590/9985, 16-25=-1590/9985,
16-26=-2157/14232, 26-27=-2157/14232,
27-28=-2157/14232, 15-28=-2157/14232,
14-15=-2179/14331, 14-29=-2179/14331,
13-29=-2179/14331, 12-13=-2179/14331,
12-30=-2179/14331, 30-31=-2179/14331,
31-32=-2179/14331, 11-32=-2179/14331,
9-11=-1527/9566
WEBS 2-16=-502/98, 3-16=-885/5228,
7-11=-871/5106, 8-11=-155/380,
4-15=-335/1987, 4-16=-5278/783,
6-15=-334/90, 6-12=-370/2122,
6-11=-5595/825
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-6-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 3-16 2x4 - 1 row at 0-5-0 oc, Except
member 7-11 2x4 - 1 row at 0-5-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=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); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Refer to girder(s) for truss to truss connections.
12) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1111 lb uplift at
joint 1 and 1079 lb uplift at joint 9.
13) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
14) 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) 539 lb
down and 85 lb up at 2-0-12, 539 lb down and 85 lb up
at 4-0-12, 539 lb down and 85 lb up at 6-0-12, 539 lb
down and 85 lb up at 8-0-12, 539 lb down and 85 lb up
at 10-0-12, 539 lb down and 85 lb up at 12-0-12, 539 lb
down and 85 lb up at 14-0-12, 539 lb down and 85 lb up
at 16-0-12, 539 lb down and 85 lb up at 17-9-0, 539 lb
down and 85 lb up at 19-5-4, 539 lb down and 85 lb up
at 21-5-4, 539 lb down and 85 lb up at 23-5-4, and 539
lb down and 85 lb up at 25-5-4, and 1574 lb down and
275 lb up at 27-5-4 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, 3-7=-84, 7-10=-84, 1-9=-14
Concentrated Loads (lb)
Vert: 14=-539 (F), 16=-539 (F), 11=-1574 (F),
13=-539 (F), 23=-539 (F), 24=-539 (F), 25=-539 (F),
26=-539 (F), 27=-539 (F), 28=-539 (F), 29=-539 (F),
30=-539 (F), 31=-539 (F), 32=-539 (F)
Job Truss Truss Type Qty Ply
J1627-20 B01 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. Mon Sep 28 14:35:09 Page: 1
ID:qfqBtvznvuer7aN_1pBqeAyZ3Vb-wOhfEJm_dYljP?RPtPYTxAwe4ROPZpwmQ3P9RNyZ361
=3x6
2x4 2x4
9
1
23 24 14 25 2613 12 11 27 28 10 29 30
8
22
15
72
4 18 19 51716 2021 63
T1
T2
T3
B1 B1B2
W1
W2 W2
W1
W4W3 W4 W3
Scale = 1:81.7
Plate Offsets (X, Y): [1:0-3-3,0-1-8], [8:0-3-3,0-1-8]
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 0.60 Vert(LL) -0.29 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT) -0.47 1-14 >891 240
TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.15 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.33 1-14 >999 240
BCDL 7.0 Weight: 170 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-10-4 oc purlins, except
2-0-0 oc purlins (3-3-3 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 6-7-7 oc
bracing.
WEBS 1 Row at midpt 4-14, 5-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1721/ Mechanical, (min. 0-1-8),
8=1895/0-5-8, (min. 0-2-7)
Max Horiz 1=-103 (LC 12)
Max Uplift 1=-375 (LC 14), 8=-429 (LC 14)
Max Grav 1=1976 (LC 33), 8=2276 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-15=-3273/1024, 2-15=-3092/1040,
2-3=-3020/1026, 3-16=-2563/890,
16-17=-2563/890, 4-17=-2568/890,
4-18=-3390/1053, 18-19=-3390/1053,
5-19=-3390/1053, 5-20=-2540/885,
20-21=-2532/885, 6-21=-2531/885,
6-7=-2984/1003, 7-22=-3044/1024,
8-22=-3177/1005
BOT CHORD 1-23=-860/2708, 23-24=-860/2708,
14-24=-860/2708, 14-25=-891/3373,
25-26=-891/3373, 13-26=-891/3373,
12-13=-891/3373, 11-12=-876/3364,
11-27=-876/3364, 27-28=-876/3364,
10-28=-876/3364, 10-29=-839/2587,
29-30=-839/2587, 8-30=-839/2587
WEBS 2-14=-781/113, 3-14=-457/1130,
6-10=-442/1110, 7-10=-649/92,
4-14=-1201/201, 5-12=-105/254,
5-10=-1229/218
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-7-6, Interior (1) 3-7-6 to 10-0-0, Exterior(2R) 10-0-0 to
15-1-7, Interior (1) 15-1-7 to 25-6-0, Exterior(2R) 25-6-0
to 30-4-14, Interior (1) 30-4-14 to 37-2-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 375 lb uplift at joint
1 and 429 lb uplift at joint 8.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B02 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. Mon Sep 28 14:35:10 Page: 1
ID:IrOZ4EzPgBmilkyAbXi3ANyZ3Va-snpPf_nE990QeIbo_qax1b01tE6V1op3tMuFWGyZ36?
=3x6
8
1
27 1528 14 2913 301231 1132 10 33 9 34
7
261625
17
622418
421 2220 2319 53
T1
T2
T3
B1 B1B2
W1 W2
W3 W4 W5 W4 W3
W2 W1
Scale = 1:81.7
Plate Offsets (X, Y): [1:0-3-3,0-1-8], [2:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-3-3,0-1-8]
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 0.74 Vert(LL) -0.21 12-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT) -0.29 12-14 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.14 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 12-14 >999 240
BCDL 7.0 Weight: 182 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T1:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-10-0 oc purlins, except
2-0-0 oc purlins (3-9-1 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-11-10 oc
bracing.
WEBS 1 Row at midpt 4-14, 4-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1721/ Mechanical, (min. 0-1-8),
7=1895/0-5-8, (min. 0-2-11)
Max Horiz 1=-121 (LC 12)
Max Uplift 1=-375 (LC 14), 7=-429 (LC 14)
Max Grav 1=2202 (LC 33), 7=2504 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-16=-3664/1095, 16-17=-3516/1095,
2-17=-3441/1113, 2-18=-2720/922,
3-18=-2469/944, 3-19=-2125/833,
19-20=-2125/833, 20-21=-2126/833,
4-21=-2127/833, 4-22=-2099/834,
22-23=-2098/834, 5-23=-2097/835,
5-24=-2436/936, 6-24=-2679/914,
6-25=-3374/1103, 25-26=-3416/1085,
7-26=-3592/1083
BOT CHORD 1-27=-912/3020, 15-27=-912/3020,
15-28=-912/3020, 14-28=-912/3020,
14-29=-778/2560, 13-29=-778/2560,
13-30=-778/2560, 12-30=-778/2560,
12-31=-778/2560, 11-31=-778/2560,
11-32=-778/2560, 10-32=-778/2560,
10-33=-894/2877, 9-33=-894/2877,
9-34=-894/2877, 7-34=-894/2877
WEBS 2-14=-1048/265, 3-14=-403/872,
4-14=-720/167, 4-12=-154/294,
4-10=-745/179, 5-10=-400/846,
6-10=-912/244
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-7-6, Interior (1) 3-7-6 to 12-0-0, Exterior(2R) 12-0-0 to
17-0-4, Interior (1) 17-0-4 to 23-6-0, Exterior(2R) 23-6-0
to 28-6-4, Interior (1) 28-6-4 to 37-2-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 375 lb uplift at joint
1 and 429 lb uplift at joint 7.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B03 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. Mon Sep 28 14:35:11 Page: 1
ID:Bce3wc0wjQG7ELFxqMn?LDyZ3VW-snpPf_nE990QeIbo_qax1b0?hE8k1iY3tMuFWGyZ36?
712
=4x6
12
261
27 18 28 17 1629 3015 14 31 13 32
11
25
19 20 102
9384
21 24
6 2322 75
T2
T1
T3
T2
T4
B1 B1B2
W4 W4
W1
W2 W3
W5 W5
W3 W2
W1
Scale = 1:81.8
Plate Offsets (X, Y): [1:Edge,0-0-4], [11:Edge,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.31 14-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT) -0.42 14-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.15 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 14-17 >999 240
BCDL 7.0 Weight: 193 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except
2-0-0 oc purlins (4-4-8 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-11-8 oc
bracing.
WEBS 1 Row at midpt 6-17, 6-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1721/ Mechanical, (min. 0-1-8),
11=1895/0-5-8, (min. 0-2-13)
Max Horiz 1=-139 (LC 12)
Max Uplift 1=-375 (LC 14), 11=-429 (LC 14)
Max Grav 1=2431 (LC 33), 11=2640 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-4178/1073, 19-20=-3883/1085,
2-20=-3846/1086, 2-3=-3757/1097,
3-4=-3447/1099, 4-21=-2781/900,
5-21=-2533/909, 5-22=-2238/808,
6-22=-2240/807, 6-23=-2224/811,
7-23=-2223/811, 7-24=-2516/913,
8-24=-2764/904, 8-9=-3337/1086,
9-10=-3648/1083, 10-25=-3905/1070,
11-25=-4081/1056
BOT CHORD 1-27=-895/3478, 18-27=-895/3478,
18-28=-783/2859, 17-28=-783/2859,
16-17=-646/2266, 16-29=-646/2266,
29-30=-646/2266, 15-30=-646/2266,
14-15=-646/2266, 14-31=-776/2812,
13-31=-776/2812, 13-32=-869/3317,
11-32=-869/3317
WEBS 5-17=-399/951, 7-14=-401/946,
2-18=-607/92, 4-18=-228/626,
4-17=-979/223, 6-17=-469/191,
6-14=-492/162, 8-14=-927/211,
8-13=-205/524, 10-13=-492/68
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-7-6, Interior (1) 3-7-6 to 14-0-0, Exterior(2R) 14-0-0 to
19-0-4, Interior (1) 19-0-4 to 21-6-0, Exterior(2R) 21-6-0
to 26-6-4, Interior (1) 26-6-4 to 37-2-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 375 lb uplift at joint
1 and 429 lb uplift at joint 11.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B04 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. Mon Sep 28 14:35:11 Page: 1
ID:7?lqLI2AF1WrTfPKxnpTQeyZ3VU-LzNosKoswT8HGSA_YX5AZoYAReTvm9BC60dp2iyZ36_
712
1130
1
23 17 2425 26 16 15 14 13 27 28 29 12
10
18 22
19
92
20 21
8347
5 6
T2
T1
T3
T2
T4
B1 B1B2
W4 W5 W4
W1
W2 W3 W3 W2
W1
Scale = 1:85.6
Plate Offsets (X, Y): [1:0-8-0,0-0-6], [4:0-1-12,0-3-4], [5:0-3-0,0-2-0], [7:0-1-12,0-3-4], [10:Edge,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.31 15-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT) -0.41 15-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.16 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.15 15-17 >999 240
BCDL 7.0 Weight: 193 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied,
except
2-0-0 oc purlins (4-2-12 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 7-2-7 oc
bracing.
WEBS 1 Row at midpt 5-14, 3-15, 8-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1712/0-5-8, (min. 0-2-12),
10=1887/0-5-8, (min. 0-2-14)
Max Horiz 1=-157 (LC 12)
Max Uplift 1=-373 (LC 14), 10=-427 (LC 14)
Max Grav 1=2551 (LC 33), 10=2716 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-18=-4406/1001, 18-19=-4293/1003,
2-19=-4200/1018, 2-20=-3973/1015,
3-20=-3618/1035, 3-4=-2899/793,
4-5=-2891/814, 5-6=-2313/710,
6-7=-2892/803, 7-8=-2900/781,
8-21=-3584/1008, 9-21=-3939/988,
9-22=-4237/992, 10-22=-4384/975
BOT CHORD 1-23=-827/3654, 17-23=-827/3654,
17-24=-704/3014, 24-25=-704/3014,
25-26=-704/3014, 16-26=-704/3014,
15-16=-704/3014, 14-15=-541/2312,
13-14=-679/3003, 13-27=-679/3003,
27-28=-679/3003, 28-29=-679/3003,
12-29=-679/3003, 12-30=-801/3606,
10-30=-801/3606
WEBS 5-15=-383/936, 5-14=-329/323,
6-14=-347/934, 2-17=-618/97,
3-17=-268/708, 3-15=-1106/252,
8-14=-1089/250, 8-12=-258/675,
9-12=-583/86
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-9-6, Interior (1) 3-9-6 to 16-0-0, Exterior(2E) 16-0-0 to
19-6-0, Exterior(2R) 19-6-0 to 24-8-2, Interior (1) 24-8-2
to 37-2-14 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 373 lb uplift at joint
1 and 427 lb uplift at joint 10.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B05 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. Mon Sep 28 14:35:12 Page: 1
ID:QLgTph7ZcBPspkRgrlR6C7yZ3VN-p9wA3gpVgnG8tclA6FcP605I22oGVgyMKgNMZ9yZ35z
11123 24
2
16 15 14 13 12
10
21 22
3 9
4 8
17 205 7
18 19
6
T2
T1
T2
T1
B1 B1B2
W4
W3 W2
W1
W3W2
W1
Scale = 1:89.7
Plate Offsets (X, Y): [2:0-3-3,0-1-8], [10:0-3-3,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.25 12-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT) -0.35 12-14 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.11 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.22 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
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-5-11 oc
bracing.
WEBS 1 Row at midpt 6-14, 7-14, 5-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1882/0-5-8, (min. 0-2-0),
10=1882/0-5-8, (min. 0-2-0)
Max Horiz 2=-178 (LC 12)
Max Uplift 2=-425 (LC 14), 10=-425 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2859/1199, 3-4=-2606/1187,
4-17=-2508/1207, 5-17=-2410/1209,
5-18=-1836/866, 6-18=-1732/881,
6-19=-1732/881, 7-19=-1836/866,
7-20=-2410/1209, 8-20=-2508/1207,
8-9=-2606/1187, 9-10=-2859/1199
BOT CHORD 2-16=-952/2355, 16-21=-741/1945,
21-22=-741/1945, 15-22=-741/1945,
14-15=-741/1945, 13-14=-750/1945,
13-23=-750/1945, 23-24=-750/1945,
12-24=-750/1945, 10-12=-961/2355
WEBS 6-14=-784/1392, 7-14=-911/354,
7-12=-383/582, 9-12=-381/104,
5-14=-911/354, 5-16=-383/582,
3-16=-381/104
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-9-11, Interior (1) 1-9-11 to 17-9-0, Exterior(2R) 17-9-0
to 21-3-10, Interior (1) 21-3-10 to 37-2-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 425 lb uplift at joint
2 and 425 lb uplift at joint 10.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B06 15Common 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. Mon Sep 28 14:35:12 Page: 1
ID:q6nKkHYSvRMg2MmS2gasG?yZ3W7-p9wA3gpVgnG8tclA6FcP605NB2qfVgVMKgNMZ9yZ35z
=3x6
1 1124 25
2
16 15 14 13 12
10
22 23
9348
18 215 7
2019
6
T1
T2
T1
T2
B1B2B1
W4
W5
W4W3
W2 W2
W3
W1
Scale = 1:109.1
Plate Offsets (X, Y): [2:0-3-3,0-1-8], [3:0-1-4,0-2-0], [10:0-3-3,0-1-8], [16:0-1-8,0-1-8], [17:0-2-8,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.17 12-14 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT) -0.26 10-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.05 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.20 10-12 >999 240
BCDL 7.0 Weight: 183 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 7-14, 5-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1458/0-5-8, (min. 0-1-11),
17=2311/0-5-8, (min. 0-2-7)
Max Horiz 17=-178 (LC 12)
Max Uplift 10=-330 (LC 14), 17=-520 (LC 14)
Max Grav 10=1578 (LC 20), 17=2311 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-347/953, 3-4=-350/319, 4-18=-301/348,
5-18=-262/350, 5-19=-1044/516,
6-19=-966/531, 6-20=-1006/539,
7-20=-1197/524, 7-21=-1768/866,
8-21=-1795/864, 8-9=-1971/843,
9-10=-2272/857
BOT CHORD 2-17=-701/359, 16-17=-1029/482,
16-22=-150/602, 22-23=-150/602,
15-23=-150/602, 14-15=-150/602,
13-14=-442/1424, 13-24=-442/1424,
24-25=-442/1424, 12-25=-442/1424,
10-12=-659/1830
WEBS 5-14=-148/422, 6-14=-440/638,
7-14=-918/356, 5-16=-1310/417,
3-16=-702/1667, 9-12=-401/112,
7-12=-386/596, 3-17=-2230/883
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-9-11, Interior (1) 1-9-11 to 17-9-0, Exterior(2R) 17-9-0
to 21-3-10, Interior (1) 21-3-10 to 37-2-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 330 lb uplift at joint
10 and 520 lb uplift at joint 17.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B07 13Common 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. Mon Sep 28 14:35:13 Page: 1
ID:IILixcZ4glUXgVLebO55oCyZ3W6-HMUYH0q7R4O?VmKNfy8eeDeZxSBzE38VZK6w5byZ35y
8121110 9
7
18 19 20
6
5
113 1642
14 15
3
T1
T2
T3
W1
B1 B2
W4
W5 W6
W7
W3W2
Scale = 1:91.1
Plate Offsets (X, Y): [2:0-1-12,0-1-8], [12:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.16 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.25 7-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.04 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.19 7-9 >999 240
BCDL 7.0 Weight: 146 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-6-8 oc
bracing.
WEBS 1 Row at midpt 4-11, 2-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1354/0-5-8, (min. 0-1-9),
12=1175/0-5-8, (min. 0-1-8)
Max Horiz 12=-250 (LC 12)
Max Uplift 7=-307 (LC 14), 12=-259 (LC 14)
Max Grav 7=1444 (LC 20), 12=1212 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-777/401, 3-14=-678/413,
3-15=-720/420, 4-15=-933/408,
4-16=-1494/753, 5-16=-1521/752,
5-6=-1702/731, 6-7=-2016/745, 1-12=-99/389
BOT CHORD 12-17=-131/278, 17-18=-131/278,
11-18=-131/278, 10-11=-339/1199,
10-19=-339/1199, 19-20=-339/1199,
9-20=-339/1199, 7-9=-553/1612
WEBS 3-11=-321/343, 4-11=-922/361, 4-9=-397/609,
6-9=-405/116, 2-11=-340/770,
2-12=-1514/580
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-1-12 to
14-1-12, Interior (1) 14-1-12 to 17-9-0, Exterior(2R)
17-9-0 to 20-9-0, Interior (1) 20-9-0 to 37-2-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 259 lb uplift at joint
12 and 307 lb uplift at joint 7.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B08 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. Mon Sep 28 14:35:13 Page: 1
ID:mVv49yaiR2cNIfwq95dKLQyZ3W5-HMUYH0q7R4O?VmKNfy8eeDeZ?SBEE7iVZK6w5byZ35y
813
21 12 11 10 2223 24 9 25
71918
6
17
5411614
15
2 3
T1
T2
T3
T4W1
B1 B2
W3 W4 W3
W2 W5 W6
W7
Scale = 1:86.6
Plate Offsets (X, Y): [1:0-1-8,0-2-0], [2:0-3-0,0-2-0], [3:0-2-0,0-1-12], [4:0-1-12,0-3-4], [13:0-2-8,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.16 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.21 9-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.05 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.10 7-9 >999 240
BCDL 7.0 Weight: 155 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-7 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 9-10-3 oc
bracing.
WEBS 1 Row at midpt 2-12, 3-11, 1-13, 5-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1354/0-5-8, (min. 0-2-1),
13=1175/0-5-8, (min. 0-1-12)
Max Horiz 13=-234 (LC 12)
Max Uplift 7=-307 (LC 14), 13=-259 (LC 14)
Max Grav 7=1935 (LC 33), 13=1661 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-938/312, 14-15=-764/321,
2-15=-718/330, 2-3=-983/370,
3-16=-1135/414, 4-16=-1348/395,
4-5=-1357/393, 5-17=-2079/612,
6-17=-2434/592, 6-18=-2741/597,
18-19=-2830/580, 7-19=-2892/578,
1-13=-1626/440
BOT CHORD 11-12=-127/676, 10-11=-313/1687,
10-22=-313/1687, 22-23=-313/1687,
23-24=-313/1687, 9-24=-313/1687,
9-25=-438/2333, 7-25=-438/2333
WEBS 2-12=-843/206, 2-11=-290/841,
1-12=-366/1102, 5-11=-1130/245,
5-9=-261/712, 6-9=-626/92
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-1-12 to
14-1-12, Interior (1) 14-1-12 to 16-0-0, Exterior(2E)
16-0-0 to 19-6-0, Exterior(2R) 19-6-0 to 23-8-15, Interior
(1) 23-8-15 to 37-2-14 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left
and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 259 lb uplift at joint
13 and 307 lb uplift at joint 7.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
J1627-20 B09 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. Mon Sep 28 14:35:13 Page: 1
ID:MkoEDN9p8ofa21b3zAUaHYyZ3VL-HMUYH0q7R4O?VmKNfy8eeDeTZSBCE9PVZK6w5byZ35y
3x6
8
21
26
13
12 22 23 24 11 10 25 9
720
19
6
518
1
14 315 16 17 42
T1 T2
T3
T4W1
B1 B2
W3 W3
W5 W6
W2
W4 W4
Scale = 1:85
Plate Offsets (X, Y): [1:0-1-12,0-1-8], [2:0-2-0,0-1-12], [4:0-3-0,0-1-12], [6:0-1-12,0-1-8], [7:0-1-1,Edge], [12:0-2-12,0-1-8]
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 0.97 Vert(LL) -0.15 7-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT) -0.21 7-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.10 10-12 >999 240
BCDL 7.0 Weight: 151 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 6-10, 1-13, 3-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1354/0-5-8, (min. 0-2-1),
13=1175/0-5-8, (min. 0-1-8)
Max Horiz 13=-215 (LC 12)
Max Uplift 7=-307 (LC 14), 13=-262 (LC 10)
Max Grav 7=1937 (LC 33), 13=1334 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-539/263, 2-14=-439/273,
2-15=-403/246, 3-15=-407/246,
3-16=-1060/415, 16-17=-1059/415,
4-17=-1058/416, 4-18=-1222/465,
5-18=-1326/447, 5-6=-1517/440,
6-19=-2166/611, 19-20=-2414/594,
7-20=-2653/585, 1-13=-1329/532
BOT CHORD 12-22=-180/780, 22-23=-180/780,
23-24=-180/780, 11-24=-180/780,
10-11=-180/780, 10-25=-471/2062,
9-25=-471/2062, 9-26=-471/2062,
7-26=-471/2062
WEBS 6-10=-1190/272, 1-12=-473/1051,
3-12=-905/299, 3-10=-239/730
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-1-12 to
14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior (1)
18-2-15 to 21-6-0, Exterior(2R) 21-6-0 to 25-8-15,
Interior (1) 25-8-15 to 37-2-14 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 262 lb uplift at joint
13 and 307 lb uplift at joint 7.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
J1627-20 B10 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. Mon Sep 28 14:35:14 Page: 1
ID:qwMcRjARu6nRgBAFXu?pqlyZ3VK-lY2wUMqlCOWs7wvZDgftBRAd6sXizcLeo_sTe1yZ35x
712
11
1718 19 20 10 9 21 8 22 7
6
16
5
15
1 13 143 412
2
T1 T2
T3
T4
W1
B1 B2
W3
W4 W5 W4
W6 W7
W2
Scale = 1:76.2
Plate Offsets (X, Y): [2:0-2-12,0-1-12], [3:0-3-0,Edge], [4:0-2-12,Edge], [5:0-1-12,0-1-8], [10:0-2-8,0-2-0], [11:0-2-0,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.16 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT) -0.23 10-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.14 10-11 >999 240
BCDL 7.0 Weight: 147 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (5-7-6 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 8-0-12 oc
bracing.
WEBS 1 Row at midpt 2-10, 4-10, 2-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1182/0-5-8, (min. 0-1-13),
11=1182/0-5-8, (min. 0-1-8)
Max Horiz 11=-216 (LC 12)
Max Uplift 6=-254 (LC 14), 11=-262 (LC 14)
Max Grav 6=1688 (LC 34), 11=1215 (LC 27)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1338/637, 3-13=-1020/511,
13-14=-1020/511, 4-14=-1020/511,
4-15=-1433/616, 5-15=-1682/594,
5-16=-2444/837, 6-16=-2688/821,
1-11=-285/114
BOT CHORD 11-17=-105/514, 17-18=-105/514,
18-19=-105/514, 19-20=-105/514,
10-20=-105/514, 9-10=-406/1256,
9-21=-406/1256, 8-21=-406/1256,
8-22=-667/2127, 7-22=-667/2127,
6-7=-667/2127
WEBS 2-10=-724/1526, 3-10=-1152/380,
4-10=-446/158, 4-8=-310/609,
5-8=-1040/327, 2-11=-1195/488
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-1-12 to
14-1-12, Interior (1) 14-1-12 to 15-3-0, Exterior(2E)
15-3-0 to 18-6-0, Interior (1) 18-6-0 to 23-6-0, Exterior
(2R) 23-6-0 to 26-6-0, Interior (1) 26-6-0 to 35-3-4 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 254 lb uplift at joint
6 and 262 lb uplift at joint 11.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 B11 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. Mon Sep 28 14:35:14 Page: 1
ID:mJUMsOBiQj18vVKeeJ1HvAyZ3VI-lY2wUMqlCOWs7wvZDgftBRAhVsYezU2eo_sTe1yZ35x
712
=3x4
11
19 10 20 9 8 21 7 22
6
18
5
17
3 141516 4
1
1312
2
T1 T2
T3
T4W1
B1 B2
W3
W4 W5 W6 W5
W7
W2
Scale = 1:74.7
Plate Offsets (X, Y): [1:0-1-8,0-1-8], [2:0-2-0,0-2-4], [3:0-5-8,0-2-0], [4:0-5-0,Edge], [6:0-0-5,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 0.63 Vert(LL) -0.26 6-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.46 6-7 >638 240
TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.36 6-7 >809 240
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
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-5 oc purlins, except end verticals, and
2-0-0 oc purlins (4-9-2 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 7-6-8 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) 6=1190/ Mechanical, (min. 0-1-8),
11=1190/0-5-8, (min. 0-1-8)
Max Horiz 11=-216 (LC 12)
Max Uplift 6=-256 (LC 14), 11=-264 (LC 14)
Max Grav 6=1657 (LC 34), 11=1256 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-649/343, 2-12=-591/359,
2-13=-642/357, 3-13=-840/344,
3-14=-1487/668, 14-15=-1487/668,
15-16=-1487/668, 4-16=-1487/668,
4-17=-1699/741, 5-17=-1912/722,
5-18=-2537/783, 6-18=-2651/766,
1-11=-1234/536
BOT CHORD 10-20=-488/1407, 9-20=-488/1407,
8-9=-488/1407, 8-21=-490/1408,
7-21=-490/1408, 7-22=-642/2176,
6-22=-642/2176
WEBS 2-10=-281/283, 3-10=-1275/533,
3-7=-142/294, 4-7=-293/468, 5-7=-816/140,
1-10=-456/1036
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 11-1-12 to
14-1-12, Interior (1) 14-1-12 to 15-3-0, Exterior(2R)
15-3-0 to 18-3-0, Interior (1) 18-3-0 to 25-6-0, Exterior
(2R) 25-6-0 to 28-6-0, Interior (1) 28-6-0 to 35-5-4 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 256 lb uplift at joint
6 and 264 lb uplift at joint 11.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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
J1627-20 B12 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. Mon Sep 28 14:35:15 Page: 1
ID:?m?LAf5gJG0HyGj5AduPaUyZ3VQ-DkcIiirNziejl4TlnNA6kejuBFt3i3zo1eb0ATyZ35w
2x4 2x4
111
2
17 24 25 16 15 26 14 13 27 28 12
10
93
5 20 21 6 7 2219 2318 84
T1
T2 T3
T1
B1 B1B2
W1
W2 W2
W1
W3 W4 W3 W4 W3
Scale = 1:81.3
Plate Offsets (X, Y): [2:0-4-0,0-1-11], [4:0-4-0,0-1-11], [5:0-2-12,0-1-8], [7:0-1-12,0-1-8], [8:0-4-0,0-1-11], [10:0-4-0,0-1-11], [13:0-3-8,0-4-12], [16:0-4-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.57 13-16 >727 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT) -0.70 13-16 >594 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.19 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.19 13-16 >999 240
BCDL 7.0 Weight: 389 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2,T3:2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-8 oc purlins, except
2-0-0 oc purlins (3-10-9 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-17, 7-12
REACTIONS (lb/size) 2=5858/0-3-8, (min. 0-3-3),
10=5858/0-3-8, (min. 0-3-3)
Max Horiz 2=-88 (LC 8)
Max Uplift 2=-1079 (LC 10), 10=-1079 (LC 10)
Max Grav 2=6020 (LC 29), 10=6020 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-11374/1906, 3-4=-11409/1915,
4-18=-9774/1657, 18-19=-9774/1656,
5-19=-9779/1656, 5-20=-14296/2328,
20-21=-14296/2328, 6-21=-14296/2328,
6-7=-14296/2328, 7-22=-9779/1656,
22-23=-9774/1657, 8-23=-9774/1657,
8-9=-11409/1915, 9-10=-11374/1906
BOT CHORD 2-17=-1563/9717, 17-24=-2191/14296,
24-25=-2191/14296, 16-25=-2191/14296,
15-16=-2191/14296, 15-26=-2191/14296,
14-26=-2191/14296, 13-14=-2191/14296,
13-27=-2190/14296, 27-28=-2190/14296,
12-28=-2190/14296, 10-12=-1563/9717
WEBS 3-17=-255/274, 4-17=-884/5155,
8-12=-884/5155, 9-12=-255/274,
5-17=-5522/821, 5-16=-363/2090,
7-13=-363/2205, 7-12=-5522/821
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-6-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-17 2x4 - 1 row at 0-5-0 oc, Except
member 8-12 2x4 - 1 row at 0-5-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=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); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
7) Provide adequate drainage to prevent water ponding.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1079 lb uplift at
joint 2 and 1079 lb uplift at joint 10.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
14) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1574
lb down and 275 lb up at 8-0-0, 539 lb down and 85 lb
up at 10-0-12, 539 lb down and 85 lb up at 12-0-12,
539 lb down and 85 lb up at 14-0-12, 539 lb down and
85 lb up at 16-0-12, 539 lb down and 85 lb up at 17-6-0,
539 lb down and 85 lb up at 18-11-4, 539 lb down and
85 lb up at 20-11-4, 539 lb down and 85 lb up at
22-11-4, and 539 lb down and 85 lb up at 24-11-4, and
1574 lb down and 275 lb up at 26-11-4 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, 4-8=-84, 8-11=-84, 2-10=-14
Concentrated Loads (lb)
Vert: 15=-539 (B), 17=-1574 (B), 12=-1574 (B),
14=-539 (B), 16=-539 (B), 13=-539 (B), 24=-539 (B),
25=-539 (B), 26=-539 (B), 27=-539 (B), 28=-539 (B)
Job Truss Truss Type Qty Ply
J1627-20 C1 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. Mon Sep 28 14:35:15 Page: 1
ID:UE48ypJz4oIk615ZEPDdJHyZ3V8-DkcIiirNziejl4TlnNA6kejrfFm0i?1o1eb0ATyZ35w
2x4 2x4
91
15 262
27 28 14 29 13 12 11 30 10 31 32
8
2516
73
520 21 2219 2318 2417 64
T1
T2
T1
B1 B1B2
W1
W2 W3 W4 W3 W2
W1
Scale = 1:81.3
Plate Offsets (X, Y): [2:0-1-1,Edge], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-1-1,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 0.96 Vert(LL) -0.26 12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT) -0.43 2-14 >978 240
TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.30 2-14 >999 240
BCDL 7.0 Weight: 167 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
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-8 oc purlins, except
2-0-0 oc purlins (2-2-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-9-8 oc
bracing.
WEBS 1 Row at midpt 5-14, 5-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1859/0-3-8, (min. 0-2-6),
8=1859/0-3-8, (min. 0-2-6)
Max Horiz 2=-106 (LC 12)
Max Uplift 2=-420 (LC 14), 8=-420 (LC 14)
Max Grav 2=2248 (LC 33), 8=2248 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-16=-3179/991, 3-16=-2999/1010,
3-4=-2923/984, 4-17=-2493/869,
17-18=-2494/868, 18-19=-2495/868,
19-20=-2499/868, 5-20=-2501/868,
5-21=-2501/868, 21-22=-2499/868,
22-23=-2495/868, 23-24=-2494/868,
6-24=-2493/868, 6-7=-2923/983,
7-25=-2999/1010, 8-25=-3179/990
BOT CHORD 2-27=-832/2561, 27-28=-832/2561,
14-28=-832/2561, 14-29=-891/3445,
13-29=-891/3445, 12-13=-891/3445,
11-12=-891/3445, 11-30=-891/3445,
10-30=-891/3445, 10-31=-831/2561,
31-32=-831/2561, 8-32=-831/2561
WEBS 3-14=-683/102, 4-14=-429/960,
5-14=-1189/217, 5-12=-152/311,
5-10=-1189/217, 6-10=-428/960,
7-10=-683/102
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-9-2, Interior (1) 1-9-2 to 10-0-0, Exterior(2R) 10-0-0 to
14-11-6, Interior (1) 14-11-6 to 25-0-0, Exterior(2R)
25-0-0 to 29-10-14, Interior (1) 29-10-14 to 36-8-14
zone; cantilever left and right exposed ; end vertical left
and right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 420 lb uplift at joint
2 and 420 lb uplift at joint 8.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
J1627-20 C2 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. Mon Sep 28 14:35:16 Page: 1
ID:fLFIGaStUAgAwjQgNDvCGbyZ3Uz-hxAhv2s?k?maME2yL5hLGsG_pfA4RVlxFILaiwyZ35v
91
2
27 1628 15 29 14 301331 12 32 11 3310 34
8
26172518
732419
521 22 2320 64
T1
T2
T1
B1 B1B2
W1 W2
W3 W4 W5 W4 W3
W2 W1
Scale = 1:81.3
Plate Offsets (X, Y): [2:0-3-3,0-1-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-12], [6:0-1-12,0-1-12], [7:0-1-12,0-1-8], [8:0-3-3,0-1-8]
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) -0.21 13-15 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT) -0.29 13-15 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.13 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 11-13 >999 240
BCDL 7.0 Weight: 182 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-9-1 oc purlins, except
2-0-0 oc purlins (3-11-11 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 7-1-1 oc
bracing.
WEBS 1 Row at midpt 5-15, 5-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1859/0-3-8, (min. 0-2-10),
8=1859/0-3-8, (min. 0-2-10)
Max Horiz 2=-125 (LC 12)
Max Uplift 2=-420 (LC 14), 8=-420 (LC 14)
Max Grav 2=2475 (LC 33), 8=2475 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-17=-3591/1065, 17-18=-3434/1067,
3-18=-3374/1085, 3-19=-2654/892,
4-19=-2410/914, 4-20=-2075/816,
20-21=-2076/815, 5-21=-2076/815,
5-22=-2076/815, 22-23=-2076/815,
6-23=-2075/816, 6-24=-2410/914,
7-24=-2654/892, 7-25=-3374/1085,
25-26=-3434/1067, 8-26=-3591/1065
BOT CHORD 2-27=-884/2887, 16-27=-884/2887,
16-28=-884/2887, 15-28=-884/2887,
15-29=-747/2446, 14-29=-747/2446,
14-30=-747/2446, 13-30=-747/2446,
13-31=-747/2446, 12-31=-747/2446,
12-32=-747/2446, 11-32=-747/2446,
11-33=-882/2887, 10-33=-882/2887,
10-34=-882/2887, 8-34=-882/2887
WEBS 3-15=-952/253, 4-15=-390/830,
5-15=-690/168, 5-13=-147/280,
5-11=-690/168, 6-11=-390/830,
7-11=-952/253
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-9-2, Interior (1) 1-9-2 to 12-0-0, Exterior(2R) 12-0-0 to
16-11-6, Interior (1) 16-11-6 to 23-0-0, Exterior(2R)
23-0-0 to 27-11-6, Interior (1) 27-11-6 to 36-8-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 420 lb uplift at joint
2 and 420 lb uplift at joint 8.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
J1627-20 C3 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. Mon Sep 28 14:35:17 Page: 1
ID:bkN3hGT70nwtA1a3UeygL0yZ3Ux-97k37NtdVJuR_Nd8uoCap3oCM3YHAvT5Uy47EMyZ35u
712
12
251
18 27 17 16 15 14 13 29
11
26 28
24
19
2 10
3 984
2320
6 2221 75
T2
T1
T3
T2
T4
B1 B1B2
W4 W4W5 W5
W1
W2 W3 W3 W2
W1
Scale = 1:81.2
Plate Offsets (X, Y): [1:0-8-0,0-0-6], [5:0-2-0,0-1-12], [7:0-2-0,0-1-12], [11:0-8-0,0-0-6]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.28 14-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT) -0.38 14-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.15 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.15 14-17 >999 240
BCDL 7.0 Weight: 192 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-3-9 oc purlins, except
2-0-0 oc purlins (4-4-13 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 7-0-14 oc
bracing.
WEBS 1 Row at midpt 6-17, 6-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1696/0-3-8, (min. 0-2-9),
11=1863/0-3-8, (min. 0-2-13)
Max Horiz 1=-139 (LC 12)
Max Uplift 1=-369 (LC 14), 11=-421 (LC 14)
Max Grav 1=2417 (LC 33), 11=2617 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-4111/1048, 2-19=-3818/1061,
2-3=-3700/1073, 3-4=-3390/1075,
4-20=-2751/882, 5-20=-2539/890,
5-21=-2212/792, 6-21=-2214/791,
6-22=-2210/798, 7-22=-2208/798,
7-23=-2536/898, 8-23=-2747/889,
8-9=-3354/1080, 9-10=-3664/1078,
10-24=-3932/1065, 11-24=-4107/1052
BOT CHORD 1-26=-869/3406, 18-26=-869/3406,
18-27=-764/2823, 17-27=-764/2823,
16-17=-629/2241, 15-16=-629/2241,
14-15=-629/2241, 14-28=-767/2810,
13-28=-767/2810, 13-29=-870/3356,
11-29=-870/3356
WEBS 5-17=-392/930, 7-14=-393/930,
6-17=-461/189, 6-14=-467/177,
2-18=-570/87, 4-18=-223/595,
4-17=-962/219, 8-14=-948/218,
8-13=-216/563, 10-13=-534/74
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-7-12, Interior (1) 3-7-12 to 14-0-0, Exterior(2R) 14-0-0
to 18-11-6, Interior (1) 18-11-6 to 21-0-0, Exterior(2R)
21-0-0 to 25-11-6, Interior (1) 25-11-6 to 36-8-14 zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 369 lb uplift at joint
1 and 421 lb uplift at joint 11.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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
J1627-20 C4 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. Mon Sep 28 14:35:17 Page: 1
ID:0J2BJHV?IiJS1VJdAmVNzfyZ3Uu-97k37NtdVJuR_Nd8uoCap3oCT3WeAtv5Uy47EMyZ35u
712
=3x8
11
1
25 17 26 27 28 16 15 14 13 29 3031 12 32
10
18 24
19
92
20 23
22218374
65
T2
T1
T3
T2
T4
B1 B1B2
W4 W5 W4
W1
W2 W3 W3 W2
W1
Scale = 1:85.6
Plate Offsets (X, Y): [1:0-8-0,0-0-6], [4:0-2-0,0-3-4], [5:0-3-0,0-1-0], [6:0-1-12,0-1-12], [7:0-1-12,0-3-4], [10:Edge,0-0-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.32 15-17 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT) -0.42 15-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.16 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 1-17 >999 240
BCDL 7.0 Weight: 192 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied,
except
2-0-0 oc purlins (4-2-4 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 7-2-0 oc
bracing.
WEBS 1 Row at midpt 5-14, 3-15, 8-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1700/ Mechanical, (min. 0-1-8),
10=1868/0-3-8, (min. 0-2-14)
Max Horiz 1=-157 (LC 12)
Max Uplift 1=-370 (LC 14), 10=-422 (LC 14)
Max Grav 1=2550 (LC 33), 10=2714 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-18=-4490/1000, 18-19=-4379/1002,
2-19=-4299/1017, 2-20=-4044/1011,
20-21=-3689/1029, 3-21=-3649/1031,
3-4=-2917/776, 4-5=-2908/797,
5-6=-2327/698, 6-7=-2907/788,
7-8=-2916/767, 8-22=-3590/1002,
22-23=-3629/1000, 9-23=-3984/981,
9-24=-4292/986, 10-24=-4438/970
BOT CHORD 1-25=-833/3758, 17-25=-833/3758,
17-26=-695/3050, 26-27=-695/3050,
27-28=-695/3050, 16-28=-695/3050,
15-16=-695/3050, 14-15=-526/2328,
13-14=-670/3028, 13-29=-670/3028,
29-30=-670/3028, 30-31=-670/3028,
12-31=-670/3028, 12-32=-800/3668,
10-32=-800/3668
WEBS 5-15=-383/956, 5-14=-332/326,
6-14=-345/948, 2-17=-688/107,
3-17=-282/764, 3-15=-1139/261,
8-14=-1106/255, 8-12=-265/706,
9-12=-621/91
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-6-12, Interior (1) 3-6-12 to 16-0-0, Exterior(2E) 16-0-0
to 19-0-0, Exterior(2R) 19-0-0 to 24-2-2, Interior (1)
24-2-2 to 36-8-14 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left
and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 370 lb uplift at joint
1 and 422 lb uplift at joint 10.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 C5 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. Mon Sep 28 14:35:18 Page: 1
ID:y975bL7xrtH?BasUI2wtgvyZ3VO-dJIRKjtFGd0IcXCKSVjpLHLIgTrIvOREjcqgnoyZ35t
712
1
14 19 2013 21 11 22 23 24 10
9
8273
15 1846
16 17
5
T2
T1
T2
T1
B1 B3B2
W1
W2 W3
W4
W5 W6
W7
Scale = 1:90.2
Plate Offsets (X, Y): [5:0-2-0,0-2-8], [12:0-4-0,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.20 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.35 9-10 >653 240
TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.28 9-10 >838 240
BCDL 7.0 Weight: 172 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-3-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-12, 5-12, 6-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=448/ Mechanical, (min. 0-1-8),
9=683/ Mechanical, (min. 0-1-8),
12=2286/0-5-8, (min. 0-2-8)
Max Horiz 1=-161 (LC 12)
Max Uplift 1=-83 (LC 14), 9=-137 (LC 14),
12=-525 (LC 14)
Max Grav 1=568 (LC 18), 9=805 (LC 19),
12=2336 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-695/112, 2-3=-470/117, 3-15=-251/181,
4-16=-204/600, 5-16=-191/743,
5-17=-139/546, 6-17=-152/420,
6-18=-529/277, 7-18=-559/275,
7-8=-780/254, 8-9=-1141/291
BOT CHORD 1-14=-108/523, 14-19=-283/209,
19-20=-283/209, 13-20=-283/209,
12-13=-283/209, 12-21=-23/442,
11-21=-23/442, 11-22=-23/442,
22-23=-23/442, 23-24=-23/442,
10-24=-23/442, 9-10=-210/909
WEBS 2-14=-464/130, 4-14=-401/679,
4-12=-919/325, 5-12=-988/253,
6-12=-999/427, 6-10=-424/650,
8-10=-485/141
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-6-12, Interior (1) 3-6-12 to 17-6-0, Exterior(2R) 17-6-0
to 21-0-0, Interior (1) 21-0-0 to 34-11-4 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) All plates are 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 83 lb uplift at joint
1, 525 lb uplift at joint 12 and 137 lb uplift at joint 9.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 C6 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. Mon Sep 28 14:35:18 Page: 1
ID:EhSSMIbKCMkEvpV1jp8ZtdyZ3W4-dJIRKjtFGd0IcXCKSVjpLHLPYTuGvPREjcqgnoyZ35t
712
=3x4 =3x4
1
21 14 2223 24 13 11 10 25 2627 9 28
8
15 20
16 19
72
17 18
63
4 5
T2
T1
T3
T2
T1
B1 B1B2
W4 W5 W4
W1
W2 W3 W3 W2
W1
Scale = 1:92.6
Plate Offsets (X, Y): [3:0-3-8,0-3-4], [4:0-5-4,0-2-4], [5:0-2-4,0-2-0], [6:0-3-8,0-3-0], [11:0-2-12,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.14 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT) -0.19 8-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 8-9 >999 240
BCDL 7.0 Weight: 189 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-4-14 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 4-12, 5-11, 3-12, 6-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=556/ Mechanical, (min. 0-1-8),
8=736/ Mechanical, (min. 0-1-8),
12=2126/0-5-8, (min. 0-3-7)
Max Horiz 1=-146 (LC 12)
Max Uplift 1=-112 (LC 14), 8=-153 (LC 14),
12=-480 (LC 14)
Max Grav 1=814 (LC 32), 8=1086 (LC 32),
12=3209 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-15=-1114/167, 15-16=-1003/169,
2-16=-918/185, 2-17=-660/174,
3-17=-401/194, 3-4=-105/910, 5-6=-305/384,
6-18=-846/333, 7-18=-1194/313,
7-19=-1451/321, 19-20=-1535/305,
8-20=-1646/303
BOT CHORD 1-21=-123/861, 14-21=-123/861,
11-12=-675/222, 10-11=-96/632,
10-25=-96/632, 25-26=-96/632,
26-27=-96/632, 9-27=-96/632,
9-28=-244/1318, 8-28=-244/1318
WEBS 4-12=-2207/488, 4-11=-441/1516,
5-11=-490/35, 2-14=-729/113, 3-14=-291/794,
3-12=-1179/275, 6-11=-1188/277,
6-9=-293/802, 7-9=-721/112
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-6-12, Interior (1) 3-6-12 to 15-10-8, Exterior(2E)
15-10-8 to 19-1-8, Exterior(2R) 19-1-8 to 24-3-2, Interior
(1) 24-3-2 to 34-11-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left
and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 112 lb uplift at joint
1, 480 lb uplift at joint 12 and 153 lb uplift at joint 8.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
J1627-20 C7 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. Mon Sep 28 14:35:19 Page: 1
ID:it0raebyzgs5Xz4DHWfoQryZ3W3-6WrpX3uu1w89DhnW0DE2uUuaYtFneljOxGZEJFyZ35s
712
1
25 18 26 17 28 14 13 29 12 30
11
2419
2 10
3 984
2320
7225 21 6
T2
T1
T3
T2
T1
B1 B3B2
W4W5 W4
W1
W2 W3 W3 W2
W1
W6 W7
Scale = 1:87.1
Plate Offsets (X, Y): [5:0-5-8,0-2-0]
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 0.43 Vert(LL) -0.09 11-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT) -0.14 11-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.02 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.08 11-12 >999 240
BCDL 7.0 Weight: 199 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-1 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS 1 Row at midpt 5-15, 7-13, 6-15
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=477/ Mechanical, (min. 0-1-8),
11=701/ Mechanical, (min. 0-1-8),
15=2240/0-5-8, (min. 0-3-3)
Max Horiz 1=128 (LC 13)
Max Uplift 1=-100 (LC 14), 11=-150 (LC 14),
15=-496 (LC 14)
Max Grav 1=788 (LC 32), 11=1085 (LC 32),
15=2969 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-19=-1009/143, 2-19=-786/156,
2-3=-700/164, 3-4=-443/167, 4-20=-83/660,
5-20=-70/808, 5-21=-116/899, 6-21=-116/899,
8-23=-347/151, 8-9=-871/348,
9-10=-1159/346, 10-24=-1289/337,
11-24=-1581/324
BOT CHORD 1-25=-126/764, 18-25=-126/764,
18-26=-168/298, 17-26=-168/298,
16-17=-555/201, 15-16=-555/201,
15-27=-604/183, 27-28=-604/183,
14-28=-604/183, 13-14=-604/183,
13-29=-134/673, 12-29=-134/673,
12-30=-262/1254, 11-30=-262/1254
WEBS 5-17=-325/788, 5-15=-1534/426,
7-13=-402/11, 2-18=-650/99, 4-18=-262/692,
4-17=-1038/254, 8-13=-1037/251,
8-12=-252/672, 10-12=-639/97,
6-15=-1388/441, 6-13=-401/1368
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=35ft; eave=5ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-6-12, Interior (1) 3-6-12 to 13-10-8, Exterior(2R)
13-10-8 to 18-9-14, Interior (1) 18-9-14 to 21-1-8,
Exterior(2R) 21-1-8 to 26-0-14, Interior (1) 26-0-14 to
34-11-4 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 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 100 lb uplift at joint
1, 496 lb uplift at joint 15 and 150 lb uplift at joint 11.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 C8 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. Mon Sep 28 14:35:19 Page: 1
ID:3rqkdLf5nCUOdkyA33Fz7uyZ3W_-6WrpX3uu1w89DhnW0DE2uUucKtHPemrOxGZEJFyZ35s
712
=3x4 =3x4
1 15
2 14
27 28133
124
115
106
97
8
T1 T1
B1 B2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
Scale = 1:69.9
Plate Offsets (X, Y): [23:0-3-0,0-3-0]
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 0.33 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 14 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 130 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 24-0-0.
(lb) - Max Horiz 2=125 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 14, 17, 18, 19, 20, 22, 23, 24, 25
except 16=-123 (LC 18), 26=-123
(LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 16, 17, 18, 21, 24, 25, 26 except
2=438 (LC 18), 14=438 (LC 18),
19=310 (LC 20), 20=324 (LC 20),
22=323 (LC 19), 23=308 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 7-22=-296/53, 6-23=-279/59, 9-20=-296/54,
10-19=-281/59
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-8-14 to
1-3-2, Exterior(2N) 1-3-2 to 12-0-0, Corner(3R) 12-0-0 to
15-0-0, Exterior(2N) 15-0-0 to 25-8-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 22, 23, 24, 25, 20, 19, 18, 17, 14 except (jt=lb)
26=122, 16=122.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 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. Mon Sep 28 14:35:20 Page: 1
ID:3rqkdLf5nCUOdkyA33Fz7uyZ3W_-aiPBlPvWoEG0rrMjawmHRiQoaGgONPBXAwJnrhyZ35r
1 713
2
10 914 15 16 17 8
6
3 5
11 12
4
T1 T1
B1 B2
W2
W1
W2
W1
Scale = 1:76.4
Plate Offsets (X, Y): [4:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.13 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT) -0.19 6-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.04 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.15 6-8 >999 240
BCDL 7.0 Weight: 107 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-4-5 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1320/0-3-8, (min. 0-1-8),
6=1320/0-3-8, (min. 0-1-8)
Max Horiz 2=125 (LC 13)
Max Uplift 2=-302 (LC 14), 6=-302 (LC 14)
Max Grav 2=1378 (LC 19), 6=1378 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1966/763, 3-11=-1724/770,
4-11=-1536/792, 4-12=-1536/792,
5-12=-1724/770, 5-6=-1966/763
BOT CHORD 2-10=-581/1590, 10-13=-332/975,
9-13=-332/975, 9-14=-332/975,
14-15=-332/975, 15-16=-332/975,
16-17=-332/975, 8-17=-332/975,
6-8=-591/1590
WEBS 4-8=-412/786, 5-8=-615/128, 4-10=-412/786,
3-10=-615/128
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 12-0-0, Exterior(2R) 12-0-0 to
15-0-0, Interior (1) 15-0-0 to 25-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 302 lb uplift at joint
2 and 302 lb uplift at joint 6.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 D2 13Common 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. Mon Sep 28 14:35:20 Page: 1
ID:X1N6qhgjYWcFFuXNdnmCg6yZ3Vz-aiPBlPvWoEG0rrMjawmHRiQkNGbFNKiXAwJnrhyZ35r
8
1
15 16 1217 11 1810 9
7
62
13 14
3 5
4
T1 T2
B1 B2
W4
W3W2
W1
W5 W6
W7
Scale = 1:77.3
Plate Offsets (X, Y): [1:0-9-0,0-1-9], [3:0-0-12,0-1-12], [4:0-1-12,0-1-12], [10:0-4-0,0-4-12], [12:0-4-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.19 10-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT) -0.24 10-12 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.06 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.07 10-12 >999 240
BCDL 7.0 Weight: 276 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 2400F 2.0E *Except* B2:2x6 DF
1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=6556/0-3-8, (min. 0-3-5),
7=3270/0-3-8, (min. 0-1-12)
Max Horiz 1=-121 (LC 8)
Max Uplift 1=-1056 (LC 10), 7=-612 (LC 10)
Max Grav 1=6625 (LC 15), 7=3335 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-9777/1578, 2-13=-9677/1601,
3-13=-9585/1611, 3-4=-6502/1159,
4-5=-5003/900, 5-14=-5449/985,
6-14=-5541/975, 6-7=-5803/989
BOT CHORD 1-15=-1288/8366, 15-16=-1288/8366,
12-16=-1288/8366, 12-17=-964/6375,
11-17=-964/6375, 11-18=-964/6375,
10-18=-964/6375, 9-10=-707/4664,
7-9=-776/4905
WEBS 4-10=-1002/5499, 3-10=-2135/334,
3-12=-567/3579, 2-12=-292/88,
5-10=-642/172, 5-9=-118/260, 6-9=-268/80
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
7) 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 1056 lb uplift at
joint 1 and 612 lb uplift at joint 7.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 2536
lb down and 363 lb up at 2-0-12, 554 lb down and 76 lb
up at 4-0-12, 554 lb down and 76 lb up at 6-0-12, 800 lb
down and 105 lb up at 8-0-12, and 774 lb down and 93
lb up at 10-0-12, and 2127 lb down and 398 lb up at
10-5-8 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-8=-84, 1-7=-14
Concentrated Loads (lb)
Vert: 11=-800 (B), 10=-2127 (B), 15=-2536 (B),
16=-554 (B), 17=-554 (B), 18=-774 (B)
Job Truss Truss Type Qty Ply
J1627-20 D3 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. Mon Sep 28 14:35:20 Page: 1
ID:UVcZWdWe30RJfeuqjU0cVsyZ3Ut-aiPBlPvWoEG0rrMjawmHRiQlxGUkNFkXAwJnrhyZ35r
2x4
2x4
57910 11 12 6
4
3
8
1
2
T1
T2
W1
B1
W3
W4
W2
Scale = 1:80.1
Plate Offsets (X, Y): [2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.10 4-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT) -0.17 4-6 >909 240
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 4-6 >999 240
BCDL 7.0 Weight: 75 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=813/0-3-8, (min. 0-1-8), 7=632/
Mechanical, (min. 0-1-8)
Max Horiz 7=-195 (LC 12)
Max Uplift 4=-186 (LC 14), 7=-143 (LC 14)
Max Grav 4=828 (LC 20), 7=650 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-510/402, 3-8=-642/380, 3-4=-886/372
BOT CHORD 4-6=-223/660
WEBS 2-6=-483/675, 3-6=-492/179, 2-7=-696/419
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 10-8-12 to
12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0
to 25-8-14 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 143 lb uplift at joint
7 and 186 lb uplift at joint 4.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 D4 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. Mon Sep 28 14:35:21 Page: 1
ID:X1N6qhgjYWcFFuXNdnmCg6yZ3Vz-2uzZylw8ZYOtT?xv7eHWzvzywgzV6lngPa2LO7yZ35q
2x4
2x4
=3x4
6 89 10 11 5
4
3
7
1
2
T1
T2
W1
B1
W3
W4
W2
Scale = 1:79.4
Plate Offsets (X, Y): [2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.11 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT) -0.19 4-5 >841 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 4-5 >936 240
BCDL 7.0 Weight: 73 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=643/0-3-8, (min. 0-1-8), 6=643/
Mechanical, (min. 0-1-8)
Max Horiz 6=-184 (LC 12)
Max Uplift 4=-133 (LC 14), 6=-148 (LC 14)
Max Grav 4=658 (LC 19), 6=659 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-527/415, 3-7=-666/393, 3-4=-883/384
BOT CHORD 4-5=-279/690
WEBS 2-5=-502/703, 3-5=-517/182, 2-6=-705/422
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 10-8-12 to
12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0
to 23-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 133 lb uplift at joint
4 and 148 lb uplift at joint 6.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 D5 13Common 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. Mon Sep 28 14:35:21 Page: 1
ID:?ExU21hMJpk6t26ZBUHRCJyZ3Vy-2uzZylw8ZYOtT?xv7eHWzvzyYgz16lfgPa2LO7yZ35q
2x4
2x4
=3x4
6 89 10 11 5
4
3
7
1
2
T1
T2
W1
B1
W3
W4
W2
Scale = 1:91.3
Plate Offsets (X, Y): [2:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.10 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.18 4-5 >874 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 4-5 >970 240
BCDL 7.0 Weight: 73 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 4=639/0-5-8, (min. 0-1-8), 6=639/
Mechanical, (min. 0-1-8)
Max Horiz 6=-184 (LC 12)
Max Uplift 4=-132 (LC 14), 6=-147 (LC 14)
Max Grav 4=654 (LC 19), 6=655 (LC 4)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-521/411, 3-7=-659/389, 3-4=-874/380
BOT CHORD 4-5=-274/680
WEBS 2-5=-496/693, 3-5=-509/180, 2-6=-701/420
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 10-8-12 to
12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior (1) 15-0-0
to 23-9-4 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 132 lb uplift at joint
4 and 147 lb uplift at joint 6.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 D6 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. Mon Sep 28 14:35:21 Page: 1
ID:?ExU21hMJpk6t26ZBUHRCJyZ3Vy-2uzZylw8ZYOtT?xv7eHWzvzyfgz96ligPa2LO7yZ35q
712
=3x4
=4x4
=3x4
111
2 10
201993
84
75
6
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:57.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 74 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 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 15-8-0.
(lb) - Max Horiz 2=-87 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 10, 13, 14, 16, 17 except
12=-136 (LC 18), 18=-136 (LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 12, 15, 18 except 2=447 (LC
18), 10=447 (LC 18), 13=330 (LC
20), 14=321 (LC 20), 16=321 (LC
19), 17=330 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 5-16=-294/73, 4-17=-293/85, 7-14=-294/74,
8-13=-293/85
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-8-14 to
1-3-2, Exterior(2N) 1-3-2 to 7-10-0, Corner(3R) 7-10-0 to
10-10-0, Exterior(2N) 10-10-0 to 17-4-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 10, 16, 17, 14, 13 except (jt=lb) 18=136, 12=136.
12) Beveled plate or shim required to provide full bearing
surface with truss chord at joint(s) 2.
13) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 E1G 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. Mon Sep 28 14:35:21 Page: 1
ID:TQVsFNi_47szUChlkCoglXyZ3Vx-2uzZylw8ZYOtT?xv7eHWzvzzKg1f6t5gPa2LO7yZ35q
3x6
2x4
6
1
11 8 12 7
5
109
2 4
3
T1 T2
B1
W1 W2
W3
W4
Scale = 1:71
Plate Offsets (X, Y): [1:0-3-7,0-2-12], [2:0-2-4,0-1-8], [3:0-4-0,0-1-4], [5:0-4-0,0-1-11], [8:0-6-4,0-2-8]
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 0.73 Vert(LL) -0.18 7-8 >997 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.87 Vert(CT) -0.23 7-8 >786 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.05 5 n/a n/a MT20HS 165/146
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.07 7-8 >999 240
BCDL 7.0 Weight: 180 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-10-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=9331/0-5-8, (min. 0-5-1),
5=5445/0-5-8, (min. 0-3-0)
Max Horiz 1=-83 (LC 8)
Max Uplift 1=-1593 (LC 10), 5=-989 (LC 10)
Max Grav 1=9478 (LC 15), 5=5586 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-9=-15156/2574, 2-9=-15102/2580,
2-3=-10582/1849, 3-4=-9748/1712,
4-10=-10045/1722, 5-10=-10177/1708
BOT CHORD 1-11=-2159/13007, 8-11=-2159/13007,
8-12=-2159/13007, 7-12=-2159/13007,
5-7=-1407/8657
WEBS 2-8=-658/3840, 2-7=-4396/752,
3-7=-1726/9739, 4-7=-395/105
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered
at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 3 rows
staggered at 0-5-0 oc.
Web connected as follows: 2x4 - 2 rows staggered at
0-2-0 oc, Except member 2-7 2x4 - 1 row at 0-9-0 oc,
Except member 4-7 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1593 lb uplift at
joint 1 and 989 lb uplift at joint 5.
11) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 2417
lb down and 367 lb up at 1-7-4, 2188 lb down and 367 lb
up at 3-7-4, and 1962 lb down and 367 lb up at 5-7-4,
and 6553 lb down and 1104 lb up at 7-6-8 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-6=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 8=-2188 (B), 7=-6553 (B), 11=-2417 (B),
12=-1962 (B)
Job Truss Truss Type Qty Ply
J1627-20 E2 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. Mon Sep 28 14:35:22 Page: 1
ID:yhAykzXGqKZAGoT0HBXr24yZ3Us-2uzZylw8ZYOtT?xv7eHWzvzt4gr16h5gPa2LO7yZ35q
2x4
=3x4
2x4
=2x4
4
5
3
6
2
1
T1W1
B1
W2
Scale = 1:60.4
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 0.43 Vert(LL) -0.18 3-5 >516 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.30 3-5 >303 240
TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.32 3-5 >283 240
BCDL 7.0 Weight: 38 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
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) 3=560/0-5-8, (min. 0-1-8), 5=352/
Mechanical, (min. 0-1-8)
Max Horiz 5=-138 (LC 10)
Max Uplift 3=-134 (LC 14), 5=-93 (LC 10)
Max Grav 3=694 (LC 20), 5=553 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-418/93, 3-6=-631/78
BOT CHORD 3-5=-39/446
WEBS 2-5=-531/175
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 7-9-12 to
10-9-12, Interior (1) 10-9-12 to 17-4-14 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
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 134 lb uplift at joint
3 and 93 lb uplift at joint 5.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 E3 13Common 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. Mon Sep 28 14:35:22 Page: 1
ID:TQVsFNi_47szUChlkCoglXyZ3Vx-W4XyA5xmKrWj49W5hLolW7W7a4INrIRqeEouwZyZ35p
712
=3x4
=4x4
=3x4
1 9
2 8
15 1673
64
5
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
Scale = 1:53.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 54 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 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 12-0-0.
(lb) - Max Horiz 2=71 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 8, 11, 13 except 10=-123 (LC
18), 14=-123 (LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 10, 12, 14 except 2=436 (LC
18), 8=436 (LC 18), 11=344 (LC
20), 13=344 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 4-13=-310/98, 6-11=-310/97
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Corner(3E) -1-8-14 to
1-3-2, Exterior(2N) 1-3-2 to 6-0-0, Corner(3R) 6-0-0 to
9-0-0, Exterior(2N) 9-0-0 to 13-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
4) Unbalanced snow loads have been considered for this
design.
5) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 8, 13, 11 except (jt=lb) 14=123, 10=123.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 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. Mon Sep 28 14:35:22 Page: 1
ID:xc3ESjicrR_q6MGyIvJvHkyZ3Vw-W4XyA5xmKrWj49W5hLolW7W844MsrKYqeEouwZyZ35p
712
2x4
1 5
7 102
11 6 12
4
98
3
T1 T1
B1
W1
Scale = 1:62.7
Plate Offsets (X, Y): [2:0-0-5,Edge], [4:0-0-5,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 0.64 Vert(LL) -0.05 4-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT) -0.07 4-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.04 4-6 >999 240
BCDL 7.0 Weight: 45 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-1-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=731/0-5-8, (min. 0-1-8),
4=731/0-5-8, (min. 0-1-8)
Max Horiz 2=71 (LC 13)
Max Uplift 2=-174 (LC 14), 4=-174 (LC 14)
Max Grav 2=924 (LC 19), 4=924 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-817/358, 3-8=-595/371, 3-9=-595/371,
4-9=-817/358
BOT CHORD 2-11=-227/507, 6-11=-227/507,
6-12=-227/507, 4-12=-227/507
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 6-0-0, Exterior(2R) 6-0-0 to
9-0-0, Interior (1) 9-0-0 to 13-8-14 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 174 lb uplift at joint
2 and 174 lb uplift at joint 4.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 F2 13Common 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. Mon Sep 28 14:35:22 Page: 1
ID:xc3ESjicrR_q6MGyIvJvHkyZ3Vw-W4XyA5xmKrWj49W5hLolW7W3H4KSrK6qeEouwZyZ35p
712 2x4
1
72
6 8
5
4
3
T1
T2
B1
W1
W2
Scale = 1:63
Plate Offsets (X, Y): [2:0-0-8,Edge], [3:0-1-12,0-1-12], [6:0-3-4,0-4-12]
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 0.35 Vert(LL) -0.07 5-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT) -0.09 5-6 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.03 2-6 >999 240
BCDL 7.0 Weight: 110 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 1800F 1.6E or 2x4 DF No.1&Btr
*Except* W2:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-2-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=2097/0-5-8, (min. 0-1-8),
5=4352/0-5-8, (min. 0-2-7)
Max Horiz 2=66 (LC 9)
Max Uplift 2=-390 (LC 10), 5=-705 (LC 10)
Max Grav 2=2282 (LC 15), 5=4526 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-3443/538, 3-4=-6534/1077,
4-5=-6645/1053
BOT CHORD 2-6=-408/2762, 6-8=-868/5590,
5-8=-868/5590
WEBS 3-6=-879/5442
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-8-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-6 2x4 - 2 rows staggered at 0-2-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
7) 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 705 lb uplift at joint
5 and 390 lb uplift at joint 2.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 3509
lb down and 549 lb up at 8-1-8, and 1643 lb down and
248 lb up at 10-0-12 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 2-5=-14
Concentrated Loads (lb)
Vert: 6=-3509 (F), 8=-1643 (F)
Job Truss Truss Type Qty Ply
J1627-20 F3 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. Mon Sep 28 14:35:23 Page: 1
ID:yhAykzXGqKZAGoT0HBXr24yZ3Us-W4XyA5xmKrWj49W5hLolW7W8t4DYrGbqeEouwZyZ35p
712
=2x4
=4x4
=3x4
3x4
2x4
1
2
6 5
7
4
3
T1
T2
W3
B1
W1
W2
Scale = 1:72.6
Plate Offsets (X, Y): [4:0-1-12,0-1-8]
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 0.65 Vert(LL) -0.03 2-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT) -0.06 2-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.06 2-6 >999 240
BCDL 7.0 Weight: 38 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=560/0-5-8, (min. 0-1-8), 5=352/
Mechanical, (min. 0-1-8)
Max Horiz 2=96 (LC 13)
Max Uplift 2=-139 (LC 14), 5=-75 (LC 14)
Max Grav 2=610 (LC 19), 5=352 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-354/165, 4-5=-361/326
WEBS 4-6=-261/272
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 6-0-0, Exterior(2E) 6-0-0 to
7-10-4 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 139 lb uplift at joint
2 and 75 lb uplift at joint 5.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 F4 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. Mon Sep 28 14:35:23 Page: 1
ID:xc3ESjicrR_q6MGyIvJvHkyZ3Vw-_H5KNRxO59eaiI5IF3J_2K2EvUhdamxzsuXRS0yZ35o
=3x4
2x4
=6x8
=4x4
=4x4
2x4
1
8 9 6 10
5
7
2 4
3
T1
T2
W4
B1
W2
W1
W3
Scale = 1:68.4
Plate Offsets (X, Y): [3:0-1-12,0-2-0], [5:0-1-12,0-2-0], [6:0-4-0,0-4-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.02 1-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 1-6 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 1-6 >999 240
BCDL 7.0 Weight: 90 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
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1736/0-5-8, (min. 0-1-8),
5=2743/ Mechanical, (min. 0-1-8)
Max Horiz 1=82 (LC 9)
Max Uplift 1=-295 (LC 10), 5=-420 (LC 10)
Max Grav 1=1785 (LC 14), 5=2743 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-7=-2338/362, 2-7=-2261/369,
2-3=-2218/384
BOT CHORD 1-8=-319/1952, 8-9=-319/1952,
6-9=-319/1952, 6-10=-126/711,
5-10=-126/711
WEBS 3-6=-425/2498, 2-6=-255/79, 3-5=-1505/237
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) This truss has been designed for 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 295 lb uplift at joint
1 and 420 lb uplift at joint 5.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 791 lb
down and 130 lb up at 1-8-12, 791 lb down and 130 lb
up at 3-8-12, and 1072 lb down and 146 lb up at
5-8-12, and 1077 lb down and 146 lb up at 7-10-4 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, 3-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 5=-1077 (F), 8=-791 (F), 9=-791 (F), 10=-1072
(F)
Job Truss Truss Type Qty Ply
J1627-20 F5 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. Mon Sep 28 14:35:23 Page: 1
ID:MBlN5llU8MNOzp?Xz1tcvNyZ3Vt-_H5KNRxO59eaiI5IF3J_2K2NiUfBafCzsuXRS0yZ35o
13.8912
3x4
=3x4
1
14 13 12
11
2
10
3
9
4
8
5
7
6
T1
T2
B1
B2
ST1
ST2
ST3
ST4
ST3
Scale = 1:91.4
Plate Offsets (X, Y): [6:Edge,0-3-1], [8:Edge,0-1-8], [12:0-2-8,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 74 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, Except:
6-0-0 oc bracing: 8-9.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-2-0.
(lb) - Max Horiz 1=188 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 8, 10, 11, 12, 13, 14
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 8, 9, 10, 11, 12, 13, 14
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-329/301
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 9-9-0, Exterior(2E) 9-9-0 to
11-11-15 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) 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) 1, 8, 12, 14, 13, 11, 10.
8) Beveled plate or shim required to provide full bearing
surface with truss chord at joint(s) 8, 11, 9, 10.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 XFA 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. Mon Sep 28 14:35:23 Page: 1
ID:Ppddg3jEck7hkVr8scq8qyyZ3Vv-_H5KNRxO59eaiI5IF3J_2K2OGUjoamUzsuXRS0yZ35o
3x4 3x4
1
21 2019 18 17 16 15 14 13 12
11
102
93
84
75
6
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST1
ST2
ST3
ST4
ST5
Scale = 1:82.1
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 0.04 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 136 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 5-17, 7-15, 6-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 19-4-14.
(lb) - Max Horiz 1=-209 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
11, 12, 13, 14, 15, 16, 17, 18, 19,
21 except 1=-112 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
19, 21
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 9-8-10, Exterior(2R) 9-8-10
to 12-8-10, Interior (1) 12-8-10 to 19-1-8 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) 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) 11, 21, 19, 18, 17, 12, 13, 14, 15, 16 except (jt=lb)
1=111.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 XFB 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. Mon Sep 28 14:35:23 Page: 1
ID:Ppddg3jEck7hkVr8scq8qyyZ3Vv-_H5KNRxO59eaiI5IF3J_2K2OOUjoalkzsuXRS0yZ35o
13.8912
3x4 3x4
1
21 20 19 18 17 16 15 14 13 12
11
102
3 9
4 8
5 7
6
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST1
ST2
ST3
ST4
ST5
Scale = 1:80.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
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
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 5-17, 7-15, 6-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 18-10-14.
(lb) - Max Horiz 1=203 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s)
11, 12, 13, 14, 15, 16, 17, 18, 19,
21 except 1=-109 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
19, 21
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 9-5-10, Exterior(2R) 9-5-10
to 12-5-10, Interior (1) 12-5-10 to 18-7-7 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a 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) 11, 21, 19, 18, 17, 12, 13, 14, 15, 16 except (jt=lb)
1=108.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 XFC 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. Mon Sep 28 14:35:24 Page: 1
ID:u?B?tPksN2FXLfQKQKMNN9yZ3Vu-STfibny0sTmRKSfUpmqDbYbZ8u31JCz75YH?_SyZ35n
4.9512
2x4
3x4
=3x4 =3x6
1
2
14 10 15 9 16
8
7
11
3
12
4 13
56
T1 W5
B1
W1 W2
W3 W4
Scale = 1:66.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.03 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT) -0.04 9-10 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.01 9-10 >999 240
BCDL 7.0 Weight: 58 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-1 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) 2=986/0-7-6, (min. 0-1-8), 8=992/
Mechanical, (min. 0-1-8)
Max Horiz 2=138 (LC 7)
Max Uplift 2=-220 (LC 10), 8=-200 (LC 7)
Max Grav 2=994 (LC 15), 8=1056 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-11=-1275/194, 3-11=-1186/204,
3-12=-956/180, 4-12=-810/174, 5-8=-288/38
BOT CHORD 2-14=-258/1077, 10-14=-258/1077,
10-15=-258/1077, 9-15=-258/1077,
9-16=-192/838, 8-16=-192/838
WEBS 3-9=-267/162, 4-9=-83/310, 4-8=-1094/220
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 200 lb uplift at joint
8 and 220 lb uplift at joint 2.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 53 lb
down and 7 lb up at 2-9-8, 53 lb down and 7 lb up at
2-9-8, 134 lb down and 30 lb up at 5-7-7, 134 lb down
and 30 lb up at 5-7-7, and 315 lb down and 53 lb up at
8-5-6, and 315 lb down and 53 lb up at 8-5-6 on top
chord, and 6 lb down and 14 lb up at 2-9-8, 6 lb down
and 14 lb up at 2-9-8, 15 lb down and 25 lb up at 5-7-7,
15 lb down and 25 lb up at 5-7-7, and 49 lb down and
32 lb up at 8-5-6, and 49 lb down and 32 lb up at 8-5-6
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-6=-84, 2-7=-14
Concentrated Loads (lb)
Vert: 12=-130 (F=-65, B=-65), 13=-492 (F=-246,
B=-246), 14=-3 (F=-2, B=-2), 15=-12 (F=-6, B=-6),
16=-40 (F=-20, B=-20)
Job Truss Truss Type Qty Ply
J1627-20 YR1 13Diagonal 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. Mon Sep 28 14:35:24 Page: 1
ID:qNJlI5l6vfVFbzajXlOrSayZ3Vs-STfibny0sTmRKSfUpmqDbYbKhu?YJ7?75YH?_SyZ35n
=2x4
2x4
=3x4
2x4
1
2
9 10
5
6 7
8 3
4
T1 W2
B1
W1
Scale = 1:57
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) -0.18 2-5 >516 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 2-5 >303 240
TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.28 2-5 >327 240
BCDL 7.0 Weight: 38 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
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) 2=560/0-5-8, (min. 0-1-8), 5=352/
Mechanical, (min. 0-1-8)
Max Horiz 2=138 (LC 11)
Max Uplift 2=-134 (LC 14), 5=-93 (LC 11)
Max Grav 2=694 (LC 19), 5=553 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-631/63, 6-7=-563/66, 7-8=-425/68,
3-8=-418/79
BOT CHORD 2-9=-157/446, 9-10=-157/446, 5-10=-157/446
WEBS 3-5=-531/139
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 7-10-4 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 93 lb uplift at joint
5 and 134 lb uplift at joint 2.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 Z1 122Jack-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. Mon Sep 28 14:35:24 Page: 1
ID:u?B?tPksN2FXLfQKQKMNN9yZ3Vu-STfibny0sTmRKSfUpmqDbYbT3uzyJBw75YH?_SyZ35n
712
=2x4
1
5 2
8 9 4
6 7
3
T1
B1
Scale = 1:49.4
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 0.80 Vert(LL) -0.05 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 2-4 >733 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.09 2-4 >732 240
BCDL 7.0 Weight: 20 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
5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=473/0-5-8, (min. 0-1-8), 3=210/
Mechanical, (min. 0-1-8), 4=40/
Mechanical, (min. 0-1-8)
Max Horiz 2=112 (LC 14)
Max Uplift 2=-99 (LC 14), 3=-53 (LC 14),
4=-21 (LC 10)
Max Grav 2=652 (LC 19), 3=365 (LC 19),
4=97 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 5-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the 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 53 lb uplift at joint
3, 99 lb uplift at joint 2 and 21 lb uplift at joint 4.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 Z1A 16Jack-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. Mon Sep 28 14:35:25 Page: 1
ID:u?B?tPksN2FXLfQKQKMNN9yZ3Vu-wfD4o7zecmuIxcEgMTLS8l7Y5HME2hJGKC0YXuyZ35m
712
=2x4
1
5 2
7 4
6
3
T1
B1
Scale = 1:45.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-4 >999 240
BCDL 7.0 Weight: 14 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
3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=390/0-5-8, (min. 0-1-8), 3=110/
Mechanical, (min. 0-1-8), 4=26/
Mechanical, (min. 0-1-8)
Max Horiz 2=86 (LC 14)
Max Uplift 2=-91 (LC 14), 3=-55 (LC 18),
4=-13 (LC 10)
Max Grav 2=628 (LC 19), 3=182 (LC 19),
4=63 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 3-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 55 lb uplift at joint
3, 91 lb uplift at joint 2 and 13 lb uplift at joint 4.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 Z1B 16Jack-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. Mon Sep 28 14:35:25 Page: 1
ID:u?B?tPksN2FXLfQKQKMNN9yZ3Vu-wfD4o7zecmuIxcEgMTLS8l7eLHOG2hJGKC0YXuyZ35m
712
=2x4
1
2
6 4
5 3
T1B1
Scale = 1:66.1
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 0.35 Vert(LL) 0.00 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 2-4 >999 240
BCDL 7.0 Weight: 9 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=314/0-5-8, (min. 0-1-8), 3=11/
Mechanical, (min. 0-1-8), 4=13/
Mechanical, (min. 0-1-8)
Max Horiz 2=60 (LC 14)
Max Uplift 2=-88 (LC 14), 3=-115 (LC 18),
4=-7 (LC 10)
Max Grav 2=482 (LC 19), 3=16 (LC 19), 4=33
(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 1-11-9 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for greater of min roof live
load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 88 lb uplift at joint
2, 7 lb uplift at joint 4 and 115 lb uplift at joint 3.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1627-20 Z1C 16Jack-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. Mon Sep 28 14:35:25 Page: 1
ID:u?B?tPksN2FXLfQKQKMNN9yZ3Vu-wfD4o7zecmuIxcEgMTLS8l7f1HPE2hJGKC0YXuyZ35m