HomeMy WebLinkAboutTRUSS SPECS UPDATED - 20-00794 - 1111 Castle PInes - New SFR9
1915
20 21 1422 23 2413 12 25 11 26 27 10
8
7
1 16 2 3 17 4 18 5 6
W1
T1 T2
T3
B1 B2
W2 W1 W3 W1 W3 W1 W4 W1
W5
Scale = 1:70.5
Plate Offsets (X, Y): [1:0-2-4,0-1-12], [6:0-6-8,0-1-15], [8:0-1-4,Edge], [10:0-4-0,0-4-12], [14:0-3-0,0-3-0]
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 0.59 Vert(LL) -0.27 11-13 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT) -0.33 11-13 >938 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.08 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.08 11-13 >999 240
BCDL 7.0 Weight: 297 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-3-11 oc purlins, except end verticals, and
2-0-0 oc purlins (4-5-10 max.): 1-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 8=3630/0-5-8, (min. 0-2-0),
15=3964/0-5-8, (min. 0-2-8)
Max Horiz 15=-104 (LC 8)
Max Uplift 8=-674 (LC 10), 15=-744 (LC 6)
Max Grav 8=3771 (LC 25), 15=4717 (LC 25)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-15=-4323/672, 1-16=-6111/941,
2-16=-6111/941, 2-3=-6111/941,
3-17=-8966/1386, 4-17=-8966/1386,
4-18=-8966/1386, 5-18=-8966/1386,
5-6=-6217/1001, 6-7=-6956/1106,
7-8=-6844/1088
BOT CHORD 14-22=-1330/9054, 22-23=-1330/9054,
23-24=-1330/9054, 13-24=-1330/9054,
12-13=-1330/9054, 12-25=-1330/9054,
11-25=-1330/9054, 11-26=-1294/8966,
26-27=-1294/8966, 10-27=-1294/8966,
8-10=-860/5775
WEBS 1-14=-1134/7219, 2-14=-785/115,
3-14=-3560/549, 3-13=-237/1358,
5-11=-210/1084, 5-10=-3365/479,
6-10=-498/3028, 7-10=-63/363
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 6-10 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=26ft; 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 20.0 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 744 lb uplift at joint
15 and 674 lb uplift at joint 8.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13) 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) 416 lb
down and 67 lb up at 1-8-12, 416 lb down and 67 lb up
at 3-8-12, 416 lb down and 67 lb up at 5-8-12, 416 lb
down and 67 lb up at 7-8-12, 771 lb down and 130 lb up
at 9-8-12, 386 lb down and 65 lb up at 11-10-4, 386 lb
down and 65 lb up at 13-10-4, 386 lb down and 65 lb up
at 15-10-4, and 386 lb down and 65 lb up at 17-10-4,
and 950 lb down and 156 lb up at 19-10-4 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: 1-6=-84, 6-9=-84, 8-15=-14
Concentrated Loads (lb)
Vert: 12=-386 (B), 10=-950 (B), 20=-416 (B), 21=-416
(B), 22=-416 (B), 23=-416 (B), 24=-771 (B), 25=-386
(B), 26=-386 (B), 27=-386 (B)
Job Truss Truss Type Qty Ply
J1621-20 A01 21Half Hip Girder Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:07:59 Page: 1
ID:8mQ9wEf9YSGwVAfX75SvuSyZ6cp-LFA_fPLigkqFnwmfGb3qi8ffEEUzwbkKNr7ziHyZ68E
3x6
2x4
13
12 21 11 10 22 9 2324
8
20197
1
3 164 515 1714 182 6
T1 T2 T3
T4
W1
B1 B2
W3 W4 W5 W5 W4
W3W2
W6
Scale = 1:90.4
Plate Offsets (X, Y): [1:0-1-8,0-1-8], [2:0-1-12,0-1-12], [6:0-2-0,0-1-12], [12:0-4-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.14 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT) -0.20 9-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 11-12 >999 240
BCDL 7.0 Weight: 133 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-10 oc purlins, except end verticals, and
2-0-0 oc purlins (3-10-12 max.): 2-6.
BOT CHORD Rigid ceiling directly applied or 8-6-11 oc
bracing.
WEBS 1 Row at midpt 3-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1252/0-5-8, (min. 0-1-8),
13=1252/0-5-8, (min. 0-1-14)
Max Horiz 13=-117 (LC 12)
Max Uplift 8=-272 (LC 14), 13=-295 (LC 10)
Max Grav 8=1378 (LC 32), 13=1773 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-606/223, 2-14=-569/199,
14-15=-573/199, 3-15=-574/199,
3-16=-2396/650, 4-16=-2396/650,
4-5=-2396/650, 5-17=-1920/617,
17-18=-1919/617, 6-18=-1915/617,
6-7=-2245/710, 7-19=-2247/710,
19-20=-2257/709, 8-20=-2306/699,
1-13=-1784/585
BOT CHORD 12-21=-433/2137, 11-21=-433/2137,
10-11=-583/2587, 10-22=-583/2587,
9-22=-583/2587, 9-23=-573/1929,
23-24=-573/1929, 8-24=-573/1929
WEBS 3-12=-2033/426, 3-11=-260/522,
5-11=-385/45, 5-9=-871/99, 6-9=-295/671,
1-12=-533/1644, 7-9=-554/75
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
1-8-0, Exterior(2R) 1-8-0 to 5-10-15, Interior (1) 5-10-15
to 17-11-0, Exterior(2R) 17-11-0 to 22-1-15, Interior (1)
22-1-15 to 25-8-4 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) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 272 lb uplift at joint
8 and 295 lb uplift at joint 13.
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
J1621-20 A02 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:00 Page: 1
ID:48YvLwhP43XekUpwEWUNztyZ6cn-pSkMskMLR2y5P4LrqIa3FLCrFdsDf0iTbVtWEkyZ68D
3x6 =3x4
11
2210 23 9 8 7 24 25
6
21
20
519
1
12 3 15 161413 17 182 4
T1
T2
T3
W1
B1 B2
W3 W4 W3 W4 W3
W5
W2
Scale = 1:64.4
Plate Offsets (X, Y): [1:0-1-12,0-1-8], [2:0-4-8,0-1-15], [4:0-4-8,0-1-15], [10:0-2-12,0-1-8]
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 0.84 Vert(LL) -0.26 6-7 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT) -0.46 6-7 >670 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.06 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.33 6-7 >930 240
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
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-7-2 oc purlins, except end verticals, and
2-0-0 oc purlins (4-1-14 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 8-1-7 oc
bracing.
WEBS 1 Row at midpt 3-10, 3-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1260/ Mechanical, (min. 0-1-8),
11=1260/0-5-8, (min. 0-1-10)
Max Horiz 11=-136 (LC 12)
Max Uplift 6=-274 (LC 14), 11=-276 (LC 14)
Max Grav 6=1566 (LC 32), 11=1498 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-1048/352, 2-12=-1000/359,
2-13=-910/334, 13-14=-912/334,
3-14=-915/334, 3-15=-1607/599,
15-16=-1604/599, 16-17=-1603/599,
17-18=-1601/599, 4-18=-1601/599,
4-19=-1789/656, 5-19=-1866/638,
5-20=-2284/688, 20-21=-2361/672,
6-21=-2475/669, 1-11=-1480/494
BOT CHORD 10-23=-457/1853, 9-23=-457/1853,
8-9=-457/1853, 7-8=-457/1853,
7-24=-570/2025, 24-25=-570/2025,
6-25=-570/2025
WEBS 3-10=-1308/326, 3-7=-349/290,
4-7=-269/446, 5-7=-817/120, 1-10=-428/1310
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 3-8-0, Exterior(2R) 3-8-0 to
7-10-15, Interior (1) 7-10-15 to 15-11-0, Exterior(2R)
15-11-0 to 20-1-15, Interior (1) 20-1-15 to 25-10-4 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 274 lb uplift at joint
6 and 276 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
J1621-20 A03 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:00 Page: 1
ID:vmsKTLLrgS?cNBgXbd_pqzyZ6dD-pSkMskMLR2y5P4LrqIa3FLCm6dq?f3OTbVtWEkyZ68D
=4x4
11
21 22 10 23 9 24 8 25 7 26
6
2019
51
1812
13
17143 1516 42
T1
T2
T3
W1
B1 B2
W3 W4 W4 W3
W5 W6W2
Scale = 1:69.1
Plate Offsets (X, Y): [1:Edge,0-1-12], [2:0-4-8,0-1-15], [4:0-5-0,Edge], [5:0-1-12,0-1-8], [11:0-2-8,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.17 8-10 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT) -0.23 8-10 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 8-10 >999 240
BCDL 7.0 Weight: 140 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (5-6-10 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 8-5-3 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1260/ Mechanical, (min. 0-1-8),
11=1260/0-5-8, (min. 0-1-10)
Max Horiz 11=-154 (LC 12)
Max Uplift 6=-274 (LC 14), 11=-276 (LC 14)
Max Grav 6=1737 (LC 32), 11=1503 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-1216/424, 12-13=-1028/431,
13-14=-1021/439, 2-14=-981/442,
2-3=-901/417, 3-15=-1349/543,
15-16=-1343/543, 4-16=-1342/543,
4-17=-1432/587, 17-18=-1541/586,
5-18=-1779/566, 5-19=-2556/756,
19-20=-2579/743, 6-20=-2807/739,
1-11=-1468/468
BOT CHORD 10-23=-369/1292, 9-23=-369/1292,
9-24=-369/1292, 8-24=-369/1292,
8-25=-615/2243, 7-25=-615/2243,
7-26=-615/2243, 6-26=-615/2243
WEBS 2-10=-152/261, 3-10=-793/190,
3-8=-121/400, 4-8=-239/425, 5-8=-1080/251,
1-10=-410/1059
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 5-8-0, Exterior(2R) 5-8-0 to
9-9-8, Interior (1) 9-9-8 to 13-11-0, Exterior(2R) 13-11-0
to 18-1-15, Interior (1) 18-1-15 to 25-10-4 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 274 lb uplift at joint
6 and 276 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
J1621-20 A04 11Hip Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:01 Page: 1
ID:JLXS5NOjyNNBEeP6GmXWSbyZ6dA-HeIk44NzCL4y0Ew2N05InZky619FOREdq9c3mAyZ68C
=4x4
12
1718 19 11 10 9 20 8 21
7
16
15
1
6
514132
3 4
T1
T2
T3
T4
W1
B1 B2
W4 W5 W4
W6 W7
W2 W3
Scale = 1:68.1
Plate Offsets (X, Y): [3:0-3-0,0-1-0], [4:0-3-0,0-1-12], [6:0-1-12,0-1-8], [7:0-1-1,Edge], [12:0-1-12,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.15 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT) -0.22 7-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.07 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 11-12 >999 240
BCDL 7.0 Weight: 147 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals, and
2-0-0 oc purlins (5-5-10 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 8-6-10 oc
bracing.
WEBS 1 Row at midpt 6-9, 2-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1260/ Mechanical, (min. 0-1-8),
12=1260/0-5-8, (min. 0-1-14)
Max Horiz 12=-172 (LC 12)
Max Uplift 7=-274 (LC 14), 12=-276 (LC 14)
Max Grav 7=1907 (LC 32), 12=1787 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1424/495, 3-4=-1357/482,
4-14=-1568/543, 5-14=-1691/522,
5-6=-1871/518, 6-15=-2573/729,
15-16=-2835/711, 7-16=-3008/709
BOT CHORD 12-17=-241/939, 17-18=-241/939,
18-19=-241/939, 11-19=-241/939,
10-11=-311/1097, 9-10=-311/1097,
9-20=-576/2440, 8-20=-576/2440,
8-21=-576/2440, 7-21=-576/2440
WEBS 3-11=-297/94, 3-9=-178/562, 4-9=-206/335,
6-9=-1283/299, 6-8=-185/271,
2-12=-1760/451, 2-11=-162/478
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 7-8-0, Exterior(2E) 7-8-0 to
11-11-0, Exterior(2R) 11-11-0 to 16-1-15, Interior (1)
16-1-15 to 25-10-4 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) 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 276 lb uplift at joint
12 and 274 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
J1621-20 A05 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 11:08:01 Page: 1
ID:nX5rJiOMjhV2so_JqT2l?pyZ6d9-HeIk44NzCL4y0Ew2N05InZkxc18AOYvdq9c3mAyZ68C
3x6 =3x4
12
11 17 18 10 9 19 20 8
7
61
5
13 1642
1514
3
T1 T2
T3
W1
B1 B2
W2
W3 W4
W5
W6 W7
W8
Scale = 1:85.6
Plate Offsets (X, Y): [1:0-1-12,0-1-8]
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 0.47 Vert(LL) -0.17 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.29 7-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.04 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.22 7-8 >999 240
BCDL 7.0 Weight: 145 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-6-15 oc
bracing.
WEBS 1 Row at midpt 2-10, 4-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1260/ Mechanical, (min. 0-1-8),
12=1260/0-5-8, (min. 0-1-8)
Max Horiz 12=-192 (LC 12)
Max Uplift 7=-274 (LC 14), 12=-276 (LC 14)
Max Grav 7=1336 (LC 19), 12=1277 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-13=-811/396, 2-13=-663/407,
2-14=-1059/517, 3-14=-969/535,
3-15=-990/538, 4-15=-1176/525,
4-16=-1710/836, 5-16=-1729/826,
5-6=-1891/816, 6-7=-2204/843,
1-12=-1253/546
BOT CHORD 11-17=-272/785, 17-18=-272/785,
10-18=-272/785, 9-10=-491/1407,
9-19=-491/1407, 19-20=-491/1407,
8-20=-491/1407, 7-8=-686/1825
WEBS 1-11=-449/977, 2-11=-668/201,
2-10=-121/274, 3-10=-456/676,
4-10=-894/351, 4-8=-362/560, 6-8=-424/120
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 9-9-8, Exterior(2R) 9-9-8 to
12-9-8, Interior (1) 12-9-8 to 25-10-4 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) 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 276 lb uplift at joint
12 and 274 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.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 A06 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:02 Page: 1
ID:FjfDW2P_U?duUyZVOAa_X0yZ6d8-lqs6HQNbzfDpeOVExjcXKmHCHRVq7xfm3pMdJcyZ68B
=3x4
11
16 17 10 9 18 19 8
7
6
1
5
12 15
42
13 14
3
T1 T2
T3
W1
B1 B2
W3
W4
W5 W6
W7
W2
Scale = 1:72.9
Plate Offsets (X, Y): [11:0-3-0,0-2-8]
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 0.77 Vert(LL) -0.35 10-11 >889 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT) -0.50 10-11 >611 240
TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.05 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.30 10-11 >999 240
BCDL 7.0 Weight: 140 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
3-9-5 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-5-4 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) 7=1260/ Mechanical, (min. 0-1-8),
11=1260/0-5-8, (min. 0-1-8)
Max Horiz 11=-192 (LC 12)
Max Uplift 7=-274 (LC 14), 11=-276 (LC 14)
Max Grav 7=1336 (LC 19), 11=1295 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-1080/535, 3-13=-992/548,
3-14=-1013/552, 4-14=-1182/539,
4-15=-1709/830, 5-15=-1728/820,
5-6=-1889/810, 6-7=-2201/837
BOT CHORD 11-16=-247/769, 16-17=-247/769,
10-17=-247/769, 9-10=-493/1408,
9-18=-493/1408, 18-19=-493/1408,
8-19=-493/1408, 7-8=-682/1823
WEBS 2-10=-102/326, 3-10=-467/694,
4-10=-887/336, 4-8=-341/532, 6-8=-425/122,
2-11=-1264/493
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 9-9-8, Exterior(2R) 9-9-8 to
12-9-8, Interior (1) 12-9-8 to 25-10-4 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 276 lb uplift at joint
11 and 274 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
J1621-20 A07 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 11:08:02 Page: 1
ID:y6C8Ur7w8dcIbGju_88LZyyZ6dW-lqs6HQNbzfDpeOVExjcXKmH7fRVf7xNm3pMdJcyZ68B
12
11 17 1819 10 20 21 9
8
1
7
2 6
13 16
53
1514
4
T1
T2
T3
W1
B1 B2
W6
W7 W8
W9
W3W2
W4 W5
Scale = 1:73.6
Plate Offsets (X, Y): [10:0-3-0,0-3-0], [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 0.44 Vert(LL) -0.16 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT) -0.22 9-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 8-9 >999 240
BCDL 7.0 Weight: 160 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
3-8-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-2-9 oc
bracing.
WEBS 1 Row at midpt 5-10, 2-12, 3-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1415/0-5-8, (min. 0-1-9),
12=1415/0-5-8, (min. 0-1-8)
Max Horiz 12=-170 (LC 12)
Max Uplift 8=-308 (LC 14), 12=-309 (LC 14)
Max Grav 8=1458 (LC 19), 12=1427 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-1566/740, 3-13=-1473/749,
3-14=-1358/659, 4-14=-1282/672,
4-15=-1297/683, 5-15=-1424/671,
5-16=-1990/988, 6-16=-2076/977,
6-7=-2165/967, 7-8=-2410/978
BOT CHORD 11-12=-477/1202, 11-17=-487/1276,
17-18=-487/1276, 18-19=-487/1276,
10-19=-487/1276, 10-20=-589/1584,
20-21=-589/1584, 9-21=-589/1584,
8-9=-793/1987
WEBS 4-10=-601/1008, 5-10=-862/320,
5-9=-359/561, 7-9=-379/104, 2-11=-100/256,
2-12=-1643/680, 3-10=-524/174
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 13-1-8, Exterior(2R) 13-1-8
to 16-1-8, Interior (1) 16-1-8 to 29-0-4 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) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 308 lb uplift at joint
8 and 309 lb uplift at joint 12.
7) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 A08 19Common 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 11:08:02 Page: 1
ID:vUKuuX8AgEs0rZtG5ZApeNyZ6dU-lqs6HQNbzfDpeOVExjcXKmHDrRV67u4m3pMdJcyZ68B
=5x6
13
12 18 1920 11 10 21 22 9
8
1
7
2 6
14 17
53
1615
4
T1
T2
T3
W1
B1 B2
W6
W7 W8
W9
W3W2
W4 W5
Scale = 1:85.6
Plate Offsets (X, Y): [13:0-3-0,0-2-12]
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 0.44 Vert(LL) -0.16 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT) -0.22 9-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 8-9 >999 240
BCDL 7.0 Weight: 160 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
3-8-11 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-2-9 oc
bracing.
WEBS 1 Row at midpt 5-11, 2-13, 3-11
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8=1415/0-5-8, (min. 0-1-9),
13=1415/ Mechanical, (min. 0-1-8)
Max Horiz 13=-170 (LC 12)
Max Uplift 8=-308 (LC 14), 13=-309 (LC 14)
Max Grav 8=1458 (LC 19), 13=1427 (LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-1565/739, 3-14=-1472/748,
3-15=-1363/663, 4-15=-1287/676,
4-16=-1287/677, 5-16=-1413/665,
5-17=-1985/985, 6-17=-2072/974,
6-7=-2160/964, 7-8=-2410/976
BOT CHORD 12-13=-477/1202, 12-18=-487/1276,
18-19=-487/1276, 19-20=-487/1276,
11-20=-487/1276, 10-11=-589/1584,
10-21=-589/1584, 21-22=-589/1584,
9-22=-589/1584, 8-9=-792/1986
WEBS 4-11=-599/1005, 5-11=-865/324,
5-9=-360/560, 7-9=-380/104, 2-12=-100/256,
2-13=-1643/680, 3-11=-523/172
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 13-1-8, Exterior(2R) 13-1-8
to 16-1-8, Interior (1) 16-1-8 to 29-0-4 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 309 lb uplift at joint
13 and 308 lb uplift at joint 8.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 A09 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:03 Page: 1
ID:kwDbjOQcFIll568hyu5D4EyZ6d7-D1QVVmODjzLgGY4QVR7ms_qOarrGsLMvIT5Ar2yZ68A
3x6 =4x4
13
21 12 22 11 10 9 23 8 24
7
201
191415
6
2 51618
3 17 4
T1
T2
T3
T4
W1
B1 B2
W3 W4
W5 W6 W5
W7 W8
W2
Scale = 1:77.5
Plate Offsets (X, Y): [1:Edge,0-1-12], [2:0-1-12,0-1-8], [3:0-4-4,0-3-4], [4:0-5-0,Edge], [6:0-1-12,0-1-8], [7:0-1-5,Edge], [12:0-2-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.16 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT) -0.22 7-8 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.08 7 n/a n/a M18SHS 220/195
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.10 7-8 >999 240
BCDL 7.0 Weight: 160 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T4:2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals, and 2-0-0 oc purlins
(4-9-8 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 7-11-0 oc
bracing.
WEBS 1 Row at midpt 3-9, 6-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=1423/ Mechanical, (min. 0-1-8),
13=1423/ Mechanical, (min. 0-1-8)
Max Horiz 13=-149 (LC 12)
Max Uplift 7=-310 (LC 14), 13=-311 (LC 14)
Max Grav 7=2143 (LC 32), 13=2092 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-14=-2347/615, 14-15=-2170/615,
2-15=-1977/629, 2-16=-2100/611,
3-16=-1869/631, 3-17=-1749/586,
4-17=-1749/586, 4-18=-2005/654,
5-18=-2128/633, 5-6=-2308/629,
6-19=-3033/846, 19-20=-3295/828,
7-20=-3468/826, 1-13=-2049/486
BOT CHORD 12-22=-498/1875, 11-22=-498/1875,
10-11=-441/1628, 9-10=-441/1628,
9-23=-680/2835, 8-23=-680/2835,
8-24=-680/2835, 7-24=-680/2835
WEBS 2-12=-533/38, 2-11=-368/92, 3-11=-209/310,
3-9=-128/430, 4-9=-264/502, 6-9=-1286/301,
6-8=-188/272, 1-12=-497/1873
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 11-0-0, Exterior(2E) 11-0-0
to 15-3-0, Exterior(2R) 15-3-0 to 19-5-15, Interior (1)
19-5-15 to 29-2-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left
and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 311 lb uplift at joint
13 and 310 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
J1621-20 A10 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 11:08:03 Page: 1
ID:8UvkMQSUYD7KyZsGd0ewisyZ6d4-D1QVVmODjzLgGY4QVR7ms_qFQrqysNFvIT5Ar2yZ68A
=4x4 =4x4
12
21 22 11 23 10 24 9 25 8 26
7
20119
13 6
2 18
1714415 163 5
T1
T2
T3
W1
B1 B2
W3
W4 W5 W5 W4
W6 W7W2
Scale = 1:77.3
Plate Offsets (X, Y): [3:0-3-0,0-1-15], [5:0-4-8,0-1-15], [6:0-1-12,0-1-8], [12:0-1-8,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.19 9-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT) -0.25 9-11 >999 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.19 11-12 >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,
except end verticals, and 2-0-0 oc purlins
(5-0-1 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 7-9-6 oc
bracing.
WEBS 1 Row at midpt 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=1423/ Mechanical, (min. 0-1-8),
12=1423/ Mechanical, (min. 0-1-8)
Max Horiz 12=-131 (LC 12)
Max Uplift 7=-310 (LC 14), 12=-311 (LC 14)
Max Grav 7=1940 (LC 32), 12=1841 (LC 32)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-1851/658, 3-14=-1528/660,
3-15=-1455/604, 4-15=-1456/604,
4-16=-1684/655, 5-16=-1683/655,
5-17=-1753/714, 17-18=-1928/711,
6-18=-2178/692, 6-19=-2953/885,
19-20=-2976/872, 7-20=-3204/868,
1-12=-334/69
BOT CHORD 12-21=-433/1519, 21-22=-433/1519,
11-22=-433/1519, 11-23=-517/1641,
10-23=-517/1641, 10-24=-517/1641,
9-24=-517/1641, 9-25=-726/2583,
8-25=-726/2583, 8-26=-726/2583,
7-26=-726/2583
WEBS 2-11=-151/303, 3-11=-276/536,
4-11=-624/111, 4-9=-313/240, 5-9=-300/599,
6-9=-1072/252, 2-12=-2037/541
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 9-0-0, Exterior(2R) 9-0-0 to
13-1-8, Interior (1) 13-1-8 to 17-3-0, Exterior(2R) 17-3-0
to 21-5-15, Interior (1) 21-5-15 to 29-2-4 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 310 lb uplift at joint
7 and 311 lb uplift at joint 12.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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
J1621-20 A11 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 11:08:03 Page: 1
ID:Y3as_SVNr8Wvq1brI9CdKVyZ6d1-D1QVVmODjzLgGY4QVR7ms_qG8rr4sLrvIT5Ar2yZ68A
2x4
11
17 18 19 1020 21 22 239 24 25 26 8 27 28 29 30 31
7
16
1
6
2
413 1412 15 53
T1
T2
T3
W1
B1 B2
W3
W4 W4
W7W2
W6W5 W5
Scale = 1:77.2
Plate Offsets (X, Y): [3:0-3-0,0-1-12], [8:0-4-0,0-4-8], [9:0-4-0,0-4-8], [10:0-4-0,0-4-8], [11:Edge,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 0.93 Vert(LL) -0.32 7-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.82 Vert(CT) -0.45 7-8 >771 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.09 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 7-8 >999 240
BCDL 7.0 Weight: 342 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E *Except* B2:2x6 DF
2400F 2.0E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-4-11 oc purlins, except end verticals, and
2-0-0 oc purlins (4-5-9 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 7=5577/ Mechanical, (min. 0-1-8),
11=5940/ Mechanical, (min. 0-1-8)
Max Horiz 11=-111 (LC 8)
Max Uplift 7=-1081 (LC 10), 11=-1119 (LC 10)
Max Grav 7=5892 (LC 28), 11=6107 (LC 28)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-492/126, 2-3=-7092/1301,
3-12=-6108/1135, 12-13=-6113/1134,
4-13=-6113/1134, 4-14=-7304/1384,
14-15=-7299/1384, 5-15=-7299/1385,
5-6=-8544/1595, 6-16=-8978/1624,
7-16=-9090/1607, 1-11=-463/90
BOT CHORD 11-17=-823/4834, 17-18=-823/4834,
18-19=-823/4834, 10-19=-823/4834,
10-20=-1387/8507, 20-21=-1387/8507,
21-22=-1387/8507, 22-23=-1387/8507,
9-23=-1387/8507, 9-24=-1394/8554,
24-25=-1394/8554, 25-26=-1394/8554,
8-26=-1394/8554, 8-27=-1366/7757,
27-28=-1366/7757, 28-29=-1366/7757,
29-30=-1366/7757, 30-31=-1366/7757,
7-31=-1366/7757
WEBS 2-10=-360/2136, 3-10=-582/3046,
5-8=-734/3827, 6-8=-771/114,
2-11=-6734/1165, 4-9=-350/2138,
4-10=-3235/514, 4-8=-1694/198
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=29ft; 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) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1081 lb uplift at
joint 7 and 1119 lb uplift at joint 11.
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) 564 lb
down and 122 lb up at 1-5-12, 548 lb down and 117 lb
up at 3-5-12, 669 lb down and 110 lb up at 5-5-12, 669
lb down and 110 lb up at 7-5-12, 669 lb down and 110 lb
up at 9-5-12, 669 lb down and 110 lb up at 11-5-12, 669
lb down and 110 lb up at 12-8-4, 669 lb down and 110 lb
up at 14-8-4, 669 lb down and 110 lb up at 16-8-4, 669
lb down and 110 lb up at 18-8-4, 441 lb down and 92 lb
up at 20-8-4, 441 lb down and 92 lb up at 22-8-4, 441 lb
down and 92 lb up at 24-8-4, and 441 lb down and 92 lb
up at 26-8-4, and 444 lb down and 94 lb up at 28-8-4
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 5-7=-84, 7-11=-14
Concentrated Loads (lb)
Vert: 17=-564 (F), 18=-548 (F), 19=-669 (F), 20=-669
(F), 21=-669 (F), 22=-669 (F), 23=-669 (F), 24=-669
(F), 25=-669 (F), 26=-669 (F), 27=-441 (F), 28=-441
(F), 29=-441 (F), 30=-441 (F), 31=-444 (F)
Job Truss Truss Type Qty Ply
J1621-20 A12 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 11:08:04 Page: 1
ID:rQVVSramBIOv96dBC7qG6zyZ6cw-iD_ti6PrUGTXuhfc38f?PBMRfF7CboG3W7rjNVyZ689
71
2
11 16 10 17 9 18 19 20 8
6
413 1412 153 5
T1
T2
T1
B1 B2
W1 W1W3W2 W2
Scale = 1:70.9
Plate Offsets (X, Y): [3:0-2-8,0-1-12], [5:0-2-8,0-1-12], [8:0-3-8,0-4-12], [9:0-4-12,0-1-8], [11:0-3-8,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.37 8-9 >893 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.81 Vert(CT) -0.45 8-9 >733 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.11 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 8-9 >999 240
BCDL 7.0 Weight: 282 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 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-10-6 oc purlins, except
2-0-0 oc purlins (5-4-10 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-11, 4-8
REACTIONS (lb/size) 2=3816/0-3-8, (min. 0-2-2),
6=3814/0-3-8, (min. 0-2-2)
Max Horiz 2=-70 (LC 8)
Max Uplift 2=-711 (LC 10), 6=-711 (LC 10)
Max Grav 2=3952 (LC 28), 6=3950 (LC 28)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-7720/1237, 3-12=-6502/1071,
12-13=-6507/1071, 4-13=-6508/1071,
4-14=-6504/1070, 14-15=-6504/1070,
5-15=-6499/1071, 5-6=-7716/1236
BOT CHORD 2-11=-982/6643, 11-16=-1535/10525,
10-16=-1535/10525, 10-17=-1535/10525,
9-17=-1535/10525, 9-18=-1535/10525,
18-19=-1535/10525, 19-20=-1535/10525,
8-20=-1535/10525, 6-8=-981/6639
WEBS 3-11=-536/3283, 5-8=-536/3281,
4-9=-334/1836, 4-11=-4347/623,
4-8=-4351/624
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 3-11 2x4 - 1 row at 0-6-0 oc, Except
member 5-8 2x4 - 1 row at 0-6-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp 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 711 lb uplift at joint
2 and 711 lb uplift at joint 6.
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) 950 lb
down and 156 lb up at 6-0-0, 386 lb down and 65 lb up
at 8-0-12, 386 lb down and 65 lb up at 10-0-12, 386 lb
down and 65 lb up at 12-0-12, 386 lb down and 65 lb up
at 14-0-0, 386 lb down and 65 lb up at 15-11-4, 386 lb
down and 65 lb up at 17-11-4, and 386 lb down and 65
lb up at 19-11-4, and 950 lb down and 156 lb up at
21-11-4 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: 1-3=-84, 3-5=-84, 5-7=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 10=-386 (B), 11=-950 (B), 8=-950 (B), 9=-386
(B), 16=-386 (B), 17=-386 (B), 18=-386 (B), 19=-386
(B), 20=-386 (B)
Job Truss Truss Type Qty Ply
J1621-20 B1 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 11:08:05 Page: 1
ID:R6LoOdlYub9wrFit134YgwyZ6ci-APYFvSQTFabOVrEpcsAEyPvd8eTTKIKClnaHvxyZ688
2x4 2x4
912514
26 27
2
13 12 11 28 10 29 30
8
15 24
231673
519 2018 212217 64
T1
T2
T1
B1 B2
W2 W3 W4 W3 W2
W1 W1
Scale = 1:70.9
Plate Offsets (X, Y): [2:0-0-5,Edge], [4:0-1-12,0-1-12], [6:0-1-12,0-1-12], [8:0-0-5,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 0.80 Vert(LL) -0.17 11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT) -0.22 11-13 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.13 2-13 >999 240
BCDL 7.0 Weight: 134 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-12 oc purlins, except
2-0-0 oc purlins (3-8-13 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 7-9-7 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1516/0-3-8, (min. 0-2-0),
8=1516/0-3-8, (min. 0-2-0)
Max Horiz 2=-88 (LC 12)
Max Uplift 2=-345 (LC 14), 8=-345 (LC 14)
Max Grav 2=1849 (LC 33), 8=1849 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-15=-2473/794, 15-16=-2345/808,
3-16=-2321/809, 3-4=-2312/791,
4-17=-1982/697, 17-18=-1983/697,
18-19=-1984/697, 5-19=-1988/697,
5-20=-1988/695, 20-21=-1984/695,
21-22=-1983/695, 6-22=-1982/695,
6-7=-2312/789, 7-23=-2321/807,
23-24=-2345/805, 8-24=-2473/791
BOT CHORD 2-26=-660/1997, 26-27=-660/1997,
13-27=-660/1997, 12-13=-715/2749,
11-12=-715/2749, 11-28=-715/2749,
10-28=-715/2749, 10-29=-659/1997,
29-30=-659/1997, 8-30=-659/1997
WEBS 4-13=-344/679, 5-13=-957/183,
5-10=-957/184, 6-10=-343/679,
3-13=-493/76, 7-10=-493/76
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 8-0-0, Exterior(2R) 8-0-0 to
12-2-15, Interior (1) 12-2-15 to 20-0-0, Exterior(2R)
20-0-0 to 24-2-15, Interior (1) 24-2-15 to 29-8-14 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.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 345 lb uplift at joint
2 and 345 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
J1621-20 B2 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 11:08:06 Page: 1
ID:vIvAczmAfvHnSPH4bmbnD8yZ6ch-ec5d7oR50ujF7?p?AZhTUcSpD2vc3haM_RKqSNyZ687
9121 22 23 24 25
2
12 11 10
8
26 27
13 20
731419
15 18
5 1716 64
T1
T2
T1
B1 B2
W1
W2 W2
W1
W3 W3
Scale = 1:72.2
Plate Offsets (X, Y): [4:0-2-0,0-1-12], [6:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.22 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT) -0.39 8-10 >863 240
TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.08 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.27 8-10 >999 240
BCDL 7.0 Weight: 134 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-8-11 oc purlins, except
2-0-0 oc purlins (5-0-8 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 7-10-7 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1516/0-3-8, (min. 0-2-3),
8=1516/0-3-8, (min. 0-2-3)
Max Horiz 2=-106 (LC 12)
Max Uplift 2=-345 (LC 14), 8=-345 (LC 14)
Max Grav 2=2076 (LC 33), 8=2076 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-2851/763, 3-13=-2672/783,
3-14=-2149/740, 14-15=-1945/749,
4-15=-1834/758, 4-16=-1674/675,
5-16=-1676/675, 5-17=-1676/675,
6-17=-1674/675, 6-18=-1834/758,
18-19=-1945/749, 7-19=-2149/740,
7-20=-2672/783, 8-20=-2851/763
BOT CHORD 2-21=-636/2281, 21-22=-636/2281,
12-22=-636/2281, 11-12=-555/1780,
11-23=-555/1780, 23-24=-555/1780,
24-25=-555/1780, 10-25=-555/1780,
10-26=-637/2281, 26-27=-637/2281,
8-27=-637/2281
WEBS 3-12=-701/101, 4-12=-327/660,
6-10=-327/660, 7-10=-701/101,
5-12=-483/93, 5-10=-483/93
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 10-0-0, Exterior(2R) 10-0-0 to
14-0-0, Interior (1) 14-0-0 to 18-0-0, Exterior(2R) 18-0-0
to 22-2-15, Interior (1) 22-2-15 to 29-8-14 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 345 lb uplift at joint
2 and 345 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
J1621-20 B3 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 11:08:06 Page: 1
ID:rh1x0fnQBWXVijQSiBdFIZyZ6cf-ec5d7oR50ujF7?p?AZhTUcSuI2sb3q7M_RKqSNyZ687
81
2
22 13 23 12 11 10 24 9 25
7
2114
2015
63
19161817
54
T1
T2
T1
B1 B1
W1 W2
W3 W4 W3
W2 W1
Scale = 1:80.6
Plate Offsets (X, Y): [2:0-1-1,Edge], [3:0-1-12,0-1-8], [4:0-2-4,0-3-4], [5:0-4-8,0-1-15], [6:0-1-12,0-1-8], [7:0-1-1,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 0.71 Vert(LL) -0.16 12-13 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT) -0.21 12-13 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.10 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.08 12-13 >999 240
BCDL 7.0 Weight: 142 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
3-0-1 oc purlins, except
2-0-0 oc purlins (4-9-10 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 8-0-12 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=1516/0-3-8, (min. 0-2-7),
7=1516/0-3-8, (min. 0-2-7)
Max Horiz 2=-124 (LC 12)
Max Uplift 2=-345 (LC 14), 7=-345 (LC 14)
Max Grav 2=2303 (LC 33), 7=2303 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-14=-3264/827, 14-15=-3047/832,
3-15=-3016/849, 3-16=-2289/651,
16-17=-2176/655, 4-17=-2043/673,
4-5=-1786/592, 5-18=-2044/659,
18-19=-2178/642, 6-19=-2290/638,
6-20=-3016/815, 20-21=-3046/798,
7-21=-3263/793
BOT CHORD 2-22=-679/2608, 13-22=-679/2608,
13-23=-679/2608, 12-23=-679/2608,
11-12=-471/1785, 10-11=-471/1785,
10-24=-651/2607, 9-24=-651/2607,
9-25=-651/2607, 7-25=-651/2607
WEBS 3-12=-984/252, 4-12=-292/582,
4-10=-264/268, 5-10=-270/584,
6-10=-981/253
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; 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(2E) 12-0-0 to
16-0-0, Exterior(2R) 16-0-0 to 20-2-15, Interior (1)
20-2-15 to 29-8-14 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) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 345 lb uplift at joint
2 and 345 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
J1621-20 B4 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 11:08:07 Page: 1
ID:o49hRKpgj8nDx0arqcgjN_yZ6cd-6of?K8RknBr6l9NBkHCi1q_?MSEMoA?VD53O_qyZ686
1
22 2315 24 14 25 13 12 11 26 1027 9
8
16 21
2 7
17 20
3 6
4 18 19 5
T1
T2
T1
B1 B1
W1 W2
W3 W4
W5 W6 W5
W4 W3
W2 W1
Scale = 1:68.9
Plate Offsets (X, Y): [1:0-3-9,0-2-12], [2:0-1-12,0-1-8], [3:0-0-8,0-1-12], [4:0-5-0,Edge], [6:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-4-0,0-1-11], [10:0-3-8,0-3-12], [11:0-5-0,0-4-12],
[13:0-3-8,0-5-0], [14:0-3-8,0-4-12], [15:0-4-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.27 13-14 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT) -0.35 13-14 >942 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.11 8 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 13-14 >999 240
BCDL 7.0 Weight: 354 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E *Except* T2:2x4 DF
1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-4 oc purlins, except
2-0-0 oc purlins (4-9-8 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=8169/0-3-8, (req. 0-4-7),
8=5828/0-3-8, (min. 0-3-4)
Max Horiz 1=-110 (LC 8)
Max Uplift 1=-1640 (LC 10), 8=-1181 (LC 10)
Max Grav 1=8863 (LC 28), 8=6522 (LC 28)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-16=-15546/2877, 2-16=-15317/2887,
2-17=-12901/2425, 3-17=-12711/2433,
3-4=-10314/1993, 4-18=-8494/1684,
18-19=-8494/1684, 5-19=-8494/1684,
5-6=-10021/1937, 6-20=-11410/2179,
7-20=-11599/2171, 7-21=-11877/2212,
8-21=-12140/2202
BOT CHORD 1-22=-2446/13264, 22-23=-2446/13264,
15-23=-2446/13264, 15-24=-2446/13264,
14-24=-2446/13264, 14-25=-2011/11023,
13-25=-2011/11023, 12-13=-1570/8731,
11-12=-1570/8731, 11-26=-1791/9895,
10-26=-1791/9895, 10-27=-1865/10300,
9-27=-1865/10300, 8-9=-1865/10300
WEBS 2-15=-486/2357, 2-14=-2718/528,
3-14=-739/3699, 3-13=-3621/694,
4-13=-1020/5162, 4-11=-844/125,
5-11=-898/4532, 6-11=-2165/409,
6-10=-415/2043, 7-10=-491/146
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered
at 0-6-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Web connected as follows: 2x4 - 1 row at 0-8-0 oc,
Except member 4-13 2x4 - 1 row at 0-9-0 oc, Except
member 5-11 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=28ft; eave=4ft; Cat. II; Exp 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) 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) WARNING: Required bearing size at joint(s) 1 greater
than input bearing size.
11) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1640 lb uplift at
joint 1 and 1181 lb uplift at joint 8.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13) 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) 1128
lb down and 222 lb up at 2-1-12, 1128 lb down and 222
lb up at 4-1-12, 1128 lb down and 222 lb up at 6-1-12,
1128 lb down and 222 lb up at 8-1-12, 1128 lb down and
222 lb up at 10-1-12, 1128 lb down and 222 lb up at
12-1-12, 1135 lb down and 226 lb up at 14-1-12, 1135 lb
down and 226 lb up at 16-1-12, and 1122 lb down and
222 lb up at 18-1-12, and 1122 lb down and 222 lb up at
20-1-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-5=-84, 5-8=-84, 1-8=-14
Concentrated Loads (lb)
Vert: 12=-1135 (F), 14=-1128 (F), 13=-1128 (F),
11=-1135 (F), 22=-1128 (F), 23=-1128 (F), 24=-1128
(F), 25=-1128 (F), 26=-1122 (F), 27=-1122 (F)
Job Truss Truss Type Qty Ply
J1621-20 B5 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 11:08:07 Page: 1
ID:5Q4Lvku33HgDH5cBkaIM9SyZ6cW-6of?K8RknBr6l9NBkHCi1q__ySBhoBPVD53O_qyZ686
=3x4
=6x8
1
19 1520 21 1422 13 12 23 11 24 25 10
9
3 4 16 175 6 72 8
T1
T2 T3
T1
B1 B2
W1 W3 W1W2 W4W3W4W3 W5 W6
Scale = 1:74.7
Plate Offsets (X, Y): [1:0-6-1,0-2-12], [2:0-3-4,0-2-4], [5:0-4-0,Edge], [7:0-3-12,0-2-8], [8:0-5-0,0-2-4], [9:0-2-15,Edge], [9:1-3-15,0-7-5], [10:0-10-4,0-5-0], [11:0-2-8,0-7-4], [12:0-3-8,0-6-0],
[14:0-7-4,0-1-8], [15:0-3-8,0-7-4]
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 0.95 Vert(LL) -0.61 11-12 >496 360 M18SHS 137/130
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.77 Vert(CT) -0.77 11-12 >388 240 MT20 220/195
TCDL 7.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.10 9 n/a n/a MT20HS 110/93
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.24 11-12 >999 240
BCDL 8.0 Weight: 705 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* T2,T3:2x6 DF 1800F 1.6E
BOT CHORD 1-1/2X11-7/8 LP-LSL 1.75E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
*Except* W3,W6:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-6-6 oc purlins, except
2-0-0 oc purlins (2-9-3 max.): 2-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=13285/0-5-8, (min. 0-3-3),
9=10049/0-5-8, (min. 0-2-7)
Max Horiz 1=-33 (LC 8)
Max Uplift 1=-2615 (LC 10), 9=-1870 (LC 10)
Max Grav 1=13640 (LC 27), 9=10404 (LC 27)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-22997/4287, 2-3=-19566/3665,
3-4=-42781/7627, 4-16=-40597/7217,
16-17=-40597/7217, 5-17=-40597/7217,
5-6=-40597/7217, 6-7=-40597/7217,
7-8=-17385/3117, 8-9=-20450/3642
BOT CHORD 1-18=-3755/20285, 18-19=-3755/20285,
15-19=-3755/20285, 15-20=-6498/35770,
20-21=-6498/35770, 14-21=-6498/35770,
14-22=-6498/35770, 13-22=-6498/35770,
12-13=-6498/35770, 12-23=-7590/42781,
11-23=-7590/42781, 11-24=-5281/29851,
24-25=-5281/29851, 10-25=-5281/29851,
9-10=-3198/18031
WEBS 2-15=-1976/10495, 8-10=-1697/9436,
3-15=-18318/3254, 4-11=-2732/520,
3-14=-819/3964, 3-12=-1311/8065,
4-12=-183/1068, 7-11=-2373/13157,
7-10=-15029/2651
NOTES
1) 3-ply truss to be connected together with 10d (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered
at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x12 - 6 rows
staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 2 rows staggered at
0-5-0 oc, Except member 6-11 2x4 - 2 rows staggered at
0-4-0 oc, Except member 4-12 2x4 - 2 rows staggered at
0-4-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=26ft; eave=4ft; Cat. II; Exp 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) 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 2615 lb uplift at
joint 1 and 1870 lb uplift at joint 9.
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) 1416
lb down and 304 lb up at 0-6-12, 1411 lb down and 302
lb up at 2-6-12, 1411 lb down and 302 lb up at 4-6-12,
1411 lb down and 302 lb up at 6-6-12, 1411 lb down and
302 lb up at 8-6-12, 1411 lb down and 302 lb up at
9-5-4, 2076 lb down and 304 lb up at 11-5-4, 1056 lb
down and 167 lb up at 11-6-12, 1825 lb down and 304 lb
up at 13-5-4, 207 lb down and 46 lb up at 13-5-4, 6091
lb down and 1112 lb up at 15-4-8, 207 lb down and 46 lb
up at 15-5-4, 207 lb down and 46 lb up at 17-5-4, and
207 lb down and 46 lb up at 19-5-4, and 528 lb down
and 96 lb up at 21-3-8 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: 1-2=-84, 2-8=-84, 8-9=-84, 1-9=-16
Concentrated Loads (lb)
Vert: 13=-1404 (B), 11=-6297 (F=-207, B=-6091),
10=-528 (F), 12=-3132 (F=-1056, B=-2076),
18=-1409 (B), 19=-1404 (B), 20=-1404 (B), 21=-1404
(B), 22=-1404 (B), 23=-2031 (F=-207, B=-1825),
24=-207 (F), 25=-207 (F)
Job Truss Truss Type Qty Ply
J1621-20 C1 31Hip 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 11:08:08 Page: 1
ID:V?lTYlwyMC2o8ZLmPir3n5yZ6cT-a_DOYTSMYVzzMJyOI_jxZ1X7IsVxXbmfRlpxWGyZ685
712
=3x4 =3x4
131
2 12
2524
3 11
4 10
5 9
6 8
7
T1 T1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:66.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.33 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 0.15 Horz(CT) 0.00 12 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 114 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 22-0-0.
(lb) - Max Horiz 2=-116 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 12, 14, 15, 16, 17, 19, 20, 22, 23
Max Grav All reactions 250 (lb) or less at joint
(s) 14, 15, 18, 22, 23 except 2=405
(LC 18), 12=405 (LC 18), 16=310
(LC 20), 17=325 (LC 20), 19=325
(LC 19), 20=310 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 6-19=-296/58, 5-20=-282/63, 8-17=-296/58,
9-16=-282/63
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 11-0-0, Corner(3R) 11-0-0 to
14-0-0, Exterior(2N) 14-0-0 to 23-8-14 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, 19, 20, 22, 23, 17, 16, 15, 14, 12.
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
J1621-20 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 11:08:10 Page: 1
ID:vUKuuX8AgEs0rZtG5ZApeNyZ6dU-2BnmlpT_Jp5q_TXarhEA6F4RiG_1GFHogPYU2iyZ684
=3x4 =3x4
71
2
1015 169 17 18 198
6
11 1435
12 13
4
T1 T1
B1 B2
W2
W1
W2
W1
Scale = 1:74.1
Plate Offsets (X, Y): [4:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.10 8-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT) -0.14 6-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.04 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 6-8 >999 240
BCDL 7.0 Weight: 99 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-5-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-10-3 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=1222/0-3-8, (min. 0-1-8),
6=1222/0-3-8, (min. 0-1-8)
Max Horiz 2=-116 (LC 12)
Max Uplift 2=-281 (LC 14), 6=-281 (LC 14)
Max Grav 2=1307 (LC 19), 6=1307 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-11=-1846/682, 3-11=-1624/697,
3-12=-1605/703, 4-12=-1418/724,
4-13=-1418/724, 5-13=-1605/703,
5-14=-1624/697, 6-14=-1846/682
BOT CHORD 2-10=-527/1491, 10-15=-301/885,
15-16=-301/885, 9-16=-301/885,
9-17=-301/885, 17-18=-301/885,
18-19=-301/885, 8-19=-301/885,
6-8=-537/1491
WEBS 4-8=-376/734, 5-8=-590/116, 4-10=-376/734,
3-10=-590/116
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 11-0-0, Exterior(2R) 11-0-0 to
14-0-0, Interior (1) 14-0-0 to 23-8-14 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 281 lb uplift at joint
2 and 281 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
J1621-20 D2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:10 Page: 1
ID:NhuH6t9pRY_tTjSTfGi2BbyZ6dT-WNL8z9Uc46Dhcc6mPPlPfSca9fGE?fFxv3I2b8yZ683
6
1
914 158 16 17 187
5
131042
11 12
3
T1
T2
B1 B2
W2
W1
W2
W1
Scale = 1:74.1
Plate Offsets (X, Y): [3:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 7-9 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.16 1-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 1-9 >999 240
BCDL 7.0 Weight: 96 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
4-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-10 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1057/0-3-8, (min. 0-1-8),
5=1229/0-3-8, (min. 0-1-8)
Max Horiz 1=-112 (LC 12)
Max Uplift 1=-229 (LC 14), 5=-283 (LC 14)
Max Grav 1=1142 (LC 19), 5=1310 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-1857/690, 2-10=-1659/705,
2-11=-1641/712, 3-11=-1445/732,
3-12=-1423/729, 4-12=-1610/709,
4-13=-1629/702, 5-13=-1851/687
BOT CHORD 1-9=-537/1532, 9-14=-307/895,
14-15=-307/895, 8-15=-307/895,
8-16=-307/895, 16-17=-307/895,
17-18=-307/895, 7-18=-307/895,
5-7=-542/1495
WEBS 3-7=-375/732, 4-7=-590/117, 3-9=-383/762,
2-9=-615/119
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) 0-1-12 to
3-1-12, Interior (1) 3-1-12 to 11-0-0, Exterior(2R) 11-0-0
to 14-0-0, Interior (1) 14-0-0 to 23-8-14 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 229 lb uplift at joint
1 and 283 lb uplift at joint 5.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 D3 17Common 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 11:08:10 Page: 1
ID:NhuH6t9pRY_tTjSTfGi2BbyZ6dT-WNL8z9Uc46Dhcc6mPPlPfScazfGq?f9xv3I2b8yZ683
=3x4
2x4 2x4
=3x4
1
813 147 15 16 176
5
129
42
10 11
3
T1 T1
B1 B2
W2
W1
W2
W1
Scale = 1:61.8
Plate Offsets (X, Y): [3:0-2-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 6-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT) -0.17 1-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 1-8 >999 240
BCDL 7.0 Weight: 94 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
4-5-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-5-5 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1068/ Mechanical, (min. 0-1-8),
5=1068/0-3-8, (min. 0-1-8)
Max Horiz 1=101 (LC 13)
Max Uplift 1=-233 (LC 14), 5=-233 (LC 14)
Max Grav 1=1149 (LC 18), 5=1148 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-9=-1883/701, 2-9=-1684/717,
2-10=-1665/723, 3-10=-1466/743,
3-11=-1455/739, 4-11=-1652/719,
4-12=-1670/712, 5-12=-1868/696
BOT CHORD 1-8=-583/1559, 8-13=-338/913,
13-14=-338/913, 7-14=-338/913,
7-15=-338/913, 15-16=-338/913,
16-17=-338/913, 6-17=-338/913,
5-6=-569/1541
WEBS 3-6=-380/760, 4-6=-615/119, 3-8=-388/777,
2-8=-631/125
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-0-12 to
3-0-12, Interior (1) 3-0-12 to 11-0-0, Exterior(2R) 11-0-0
to 14-0-0, Interior (1) 14-0-0 to 21-10-4 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 233 lb uplift at joint
1 and 233 lb uplift at joint 5.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 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 11:08:10 Page: 1
ID:rtSfJDARCr6k4t1fD_DHkoyZ6dS-WNL8z9Uc46Dhcc6mPPlPfScavfGi?f4xv3I2b8yZ683
3x6
2x4
10
9 8 16 7 17
6
21
1511
5
3
12 14
13
4
W1
T1
T2
T3
B1 B2
W2 W1
W5
W6
W4W3
Scale = 1:60.2
Plate Offsets (X, Y): [1:0-2-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.27 6-7 >970 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.46 6-7 >556 240
TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.37 6-7 >703 240
BCDL 7.0 Weight: 102 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-7 oc purlins, except end verticals, and
2-0-0 oc purlins (4-10-14 max.): 1-2.
BOT CHORD Rigid ceiling directly applied or 8-8-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 6=1049/0-5-8, (min. 0-1-8),
10=1049/ Mechanical, (min. 0-1-8)
Max Horiz 10=-119 (LC 12)
Max Uplift 6=-229 (LC 14), 10=-229 (LC 14)
Max Grav 6=1129 (LC 19), 10=1136 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-10=-1103/443, 1-2=-1870/771,
2-11=-2387/962, 3-11=-2280/973,
3-12=-1297/570, 12-13=-1120/578,
4-13=-1072/586, 4-14=-1120/587,
5-14=-1246/567, 5-15=-1574/621,
6-15=-1766/603
BOT CHORD 8-9=-526/1540, 8-16=-526/1540,
7-16=-526/1540, 7-17=-491/1440,
6-17=-491/1440
WEBS 1-9=-846/2110, 2-9=-1443/521,
4-7=-518/785, 5-7=-635/132, 3-7=-796/195,
3-9=-364/635
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) 0-1-12 to
3-3-12, Interior (1) 3-3-12 to 11-3-0, Exterior(2R) 11-3-0
to 14-3-0, Interior (1) 14-3-0 to 21-6-12 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) Provide adequate drainage to prevent water ponding.
5) 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 229 lb uplift at joint
10 and 229 lb uplift at joint 6.
9) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 D5 12Roof Special Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:11 Page: 1
ID:nGaPkuBhkTMSKBB2KOFmpDyZ6dQ-_ZvWAVUErQLYDmhzz6HeBg9l63aTkzb57j1b7byZ682
712
=3x4
1 7
2
29 30 8 31 32
6
23 28
24 27
53
25 26
4
T1 T1
B1 B1
W2
W1W1
ST3
ST4
ST2ST1
ST3
ST4
ST2 ST1
Scale = 1:69.9
Plate Offsets (X, Y): [8:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.12 6-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT) -0.21 6-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 6-8 >999 240
BCDL 7.0 Weight: 101 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-3-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-11-12 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=1042/0-3-8, (min. 0-1-8),
6=1042/0-3-8, (min. 0-1-8)
Max Horiz 2=99 (LC 13)
Max Uplift 2=-241 (LC 14), 6=-241 (LC 14)
Max Grav 2=1160 (LC 19), 6=1160 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-23=-1567/512, 23-24=-1475/513,
3-24=-1356/527, 3-25=-1051/477,
4-25=-876/494, 4-26=-876/494,
5-26=-1051/477, 5-27=-1356/527,
27-28=-1475/513, 6-28=-1567/512
BOT CHORD 2-29=-392/1258, 29-30=-392/1258,
8-30=-392/1258, 8-31=-403/1258,
31-32=-403/1258, 6-32=-403/1258
WEBS 4-8=-425/526, 5-8=-588/123, 3-8=-588/123
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 9-2-0, Exterior(2R) 9-2-0 to
12-2-0, Interior (1) 12-2-0 to 20-0-14 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 studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
10) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 241 lb uplift at joint
2 and 241 lb uplift at joint 6.
11) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 E1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:11 Page: 1
ID:nGaPkuBhkTMSKBB2KOFmpDyZ6dQ-_ZvWAVUErQLYDmhzz6HeBg9mH3ctk7W57j1b7byZ682
2x4
=3x4
1 7
2
15 16 8 17 18
6
9 14
10 13
53
11 12
4
T1 T1
B1 B1
W2
W1W1
Scale = 1:69.9
Plate Offsets (X, Y): [8:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.12 6-8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT) -0.21 6-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 6-8 >999 240
BCDL 7.0 Weight: 80 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
5-3-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-11-12 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=1042/0-3-8, (min. 0-1-8),
6=1042/0-3-8, (min. 0-1-8)
Max Horiz 2=99 (LC 13)
Max Uplift 2=-241 (LC 14), 6=-241 (LC 14)
Max Grav 2=1160 (LC 19), 6=1160 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-1567/512, 9-10=-1475/513,
3-10=-1356/527, 3-11=-1051/477,
4-11=-876/494, 4-12=-876/494,
5-12=-1051/477, 5-13=-1356/527,
13-14=-1475/513, 6-14=-1567/512
BOT CHORD 2-15=-392/1258, 15-16=-392/1258,
8-16=-392/1258, 8-17=-403/1258,
17-18=-403/1258, 6-18=-403/1258
WEBS 4-8=-425/526, 5-8=-588/123, 3-8=-588/123
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 9-2-0, Exterior(2R) 9-2-0 to
12-2-0, Interior (1) 12-2-0 to 20-0-14 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 241 lb uplift at joint
2 and 241 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
J1621-20 E2 16Common 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 11:08:11 Page: 1
ID:FS7nyECJVmUJxLlEu6m?LRyZ6dP-_ZvWAVUErQLYDmhzz6HeBg9mH3ctk7W57j1b7byZ682
=3x4 2x4
=5x6
3x4
2x4 =3x4
7
1
11 10 14 9 8
6
1312
52
43
T1
T2
T3
B1
W1 W2
W3 W4 W3
W2 W1
Scale = 1:77.9
Plate Offsets (X, Y): [2:0-1-12,0-1-8], [3:0-2-4,0-2-0], [4:0-3-0,0-1-15], [5:0-1-12,0-1-8], [9:0-4-0,0-4-8], [10:0-3-8,0-4-8]
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 0.25 Vert(LL) -0.06 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT) -0.07 9-10 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.02 9-10 >999 240
BCDL 7.0 Weight: 176 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 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
2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=1936/0-5-8, (min. 0-1-8),
6=2106/0-5-8, (min. 0-1-8)
Max Horiz 1=-65 (LC 8)
Max Uplift 1=-355 (LC 10), 6=-410 (LC 10)
Max Grav 1=2202 (LC 29), 6=2515 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-12=-3774/602, 2-12=-3659/611,
2-3=-3526/607, 3-4=-3028/543,
4-5=-3479/596, 5-13=-3480/574,
6-13=-3620/562
BOT CHORD 1-11=-460/3119, 10-11=-460/3119,
10-14=-465/3073, 9-14=-465/3073,
8-9=-440/2967, 6-8=-440/2967
WEBS 3-10=-256/1452, 4-9=-240/1384
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 3-10 2x4 - 1 row at 0-5-0 oc, Except
member 4-9 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=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) Provide adequate drainage to prevent water ponding.
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 355 lb uplift at joint
1 and 410 lb uplift at joint 6.
11) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
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) 1019
lb down and 171 lb up at 6-0-0, and 386 lb down and 65
lb up at 8-0-0, and 950 lb down and 156 lb up at 9-11-4
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: 1-3=-84, 3-4=-84, 4-7=-84, 1-6=-14
Concentrated Loads (lb)
Vert: 10=-1019 (B), 9=-950 (B), 14=-386 (B)
Job Truss Truss Type Qty Ply
J1621-20 F1 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 11:08:12 Page: 1
ID:RNtEyRyCupIWNsV8X7tXsWyZ6cR-_ZvWAVUErQLYDmhzz6HeBg9pY3f_k6857j1b7byZ682
=3x4
=4x4
=3x8 =3x4
6
1
14 15 7 16 17
5
13128
9
2 4
1110
3
T1
T2
B1
W2
W1W1
Scale = 1:65.3
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 0.43 Vert(LL) -0.07 1-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT) -0.13 1-7 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 1-7 >999 240
BCDL 7.0 Weight: 67 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
5-5-5 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) 1=751/0-5-8, (min. 0-1-8),
5=937/0-5-8, (min. 0-1-8)
Max Horiz 1=-85 (LC 12)
Max Uplift 1=-162 (LC 14), 5=-221 (LC 14)
Max Grav 1=895 (LC 19), 5=1075 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-8=-1390/473, 8-9=-1331/476,
2-9=-1199/485, 2-10=-924/440,
3-10=-768/455, 3-11=-756/451,
4-11=-907/436, 4-12=-1163/481,
12-13=-1296/470, 5-13=-1371/469
BOT CHORD 1-14=-359/1127, 14-15=-359/1127,
7-15=-359/1127, 7-16=-360/1077,
16-17=-360/1077, 5-17=-360/1077
WEBS 3-7=-392/464, 4-7=-500/105, 2-7=-546/111
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 8-0-0, Exterior(2R) 8-0-0 to
11-0-0, Interior (1) 11-0-0 to 17-8-14 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 162 lb uplift at joint
1 and 221 lb uplift at joint 5.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 F2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:12 Page: 1
ID:FS7nyECJVmUJxLlEu6m?LRyZ6dP-TlTuNrVsckTPrwG9XqotktiwSTznTb0EMNn9f1yZ681
3x4
2x4
1
10 7 11 6
5
98
2
4
3
T1 T1
B1
W3
W2W1 W4
Scale = 1:67.2
Plate Offsets (X, Y): [1:0-4-0,0-1-11], [2:0-1-12,0-1-8], [5:0-4-0,0-1-11], [6:0-5-0,0-6-4], [7:0-5-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.15 6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT) -0.19 5-6 >983 240 M18SHS 220/195
TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.03 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.06 5-6 >999 240
BCDL 7.0 Weight: 181 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.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=7925/0-5-8, (min. 0-4-5),
5=3531/0-5-8, (min. 0-1-15)
Max Horiz 1=71 (LC 9)
Max Uplift 1=-1361 (LC 10), 5=-651 (LC 10)
Max Grav 1=8062 (LC 14), 5=3668 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-8=-13114/2231, 2-8=-13056/2239,
2-3=-10997/1983, 3-4=-6155/1123,
4-9=-6643/1162, 5-9=-6739/1153
BOT CHORD 1-10=-1904/11261, 7-10=-1904/11261,
7-11=-1904/11261, 6-11=-1904/11261,
5-6=-969/5725
WEBS 3-6=-1669/9064, 2-6=-2381/339,
2-7=-314/2152, 4-6=-563/119
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: 2x8 - 4 rows
staggered at 0-3-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional); cantilever left and right exposed ;
end vertical left and right exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
5) Unbalanced snow loads have been considered for this
design.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf 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 1361 lb uplift at
joint 1 and 651 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) 2129
lb down and 303 lb up at 1-11-4, and 1926 lb down and
303 lb up at 3-11-4, and 5878 lb down and 1074 lb up at
5-10-8 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, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 6=-5878 (F), 10=-2129 (F), 11=-1926 (F)
Job Truss Truss Type Qty Ply
J1621-20 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 11:08:12 Page: 1
ID:RNtEyRyCupIWNsV8X7tXsWyZ6cR-TlTuNrVsckTPrwG9Xqotktio9Tt6TVQEMNn9f1yZ681
2x4
3x4
=3x4
46
5
3
7
1
2
T1
T2
W1
B1
W3
W2
Scale = 1:83
Plate Offsets (X, Y): [1:0-1-12,0-1-8], [3:0-2-4,0-1-8], [6:0-2-8,0-1-0]
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 0.84 Vert(LL) -0.09 3-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT) -0.16 3-5 >735 240
TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.17 3-5 >668 240
BCDL 7.0 Weight: 48 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 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=654/0-5-8, (min. 0-1-8), 6=455/
Mechanical, (min. 0-1-8)
Max Horiz 6=-127 (LC 12)
Max Uplift 3=-157 (LC 14), 6=-99 (LC 14)
Max Grav 3=693 (LC 20), 6=455 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-291/204, 3-7=-479/187, 1-6=-520/436
WEBS 2-5=-313/43, 1-5=-429/567
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) 6-1-12 to
8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior (1) 11-0-0 to
17-8-14 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 99 lb uplift at joint
6 and 157 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
J1621-20 F4 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 11:08:13 Page: 1
ID:jehA9aDxF4cAZUKQSpHEueyZ6dO-xy1GbBWUN1bFT4rL4XJ6G5E_qtJrC2kOb1WiBTyZ680
2x4
1
2
7 9 10 6
5
8
3 4
T1
T2
T3
B1
W1 W2 W1
Scale = 1:61.9
Plate Offsets (X, Y): [3:0-2-4,0-3-0], [4:0-4-8,0-1-15], [6:0-3-8,0-3-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.08 6-7 >999 360 M18SHS 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.10 6-7 >999 240 MT20 220/195
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 6-7 >999 240
BCDL 7.0 Weight: 61 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-15 oc purlins, except
2-0-0 oc purlins (3-1-4 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1494/0-5-8, (min. 0-1-14),
5=1332/0-5-8, (min. 0-1-10)
Max Horiz 2=47 (LC 9)
Max Uplift 2=-303 (LC 10), 5=-245 (LC 10)
Max Grav 2=1751 (LC 29), 5=1533 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-2540/419, 3-8=-2443/429,
3-4=-2291/399, 4-5=-2713/435
BOT CHORD 2-7=-359/2102, 7-9=-369/2151,
9-10=-369/2151, 6-10=-369/2151,
5-6=-356/2241
WEBS 3-7=-147/761, 4-6=-158/857
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) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 245 lb uplift at joint
5 and 303 lb uplift at joint 2.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 487 lb
down and 93 lb up at 4-0-0, 189 lb down and 44 lb up at
6-0-12, and 189 lb down and 44 lb up at 6-11-4, and 567
lb down and 104 lb up at 8-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
13) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-4=-84, 4-5=-84, 2-5=-14
Concentrated Loads (lb)
Vert: 7=-487 (B), 6=-567 (B), 9=-189 (B), 10=-189 (B)
Job Truss Truss Type Qty Ply
J1621-20 G1 11Hip 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 11:08:13 Page: 1
ID:syZMbT_5Bkg5EKDjCGREU8yZ6cO-xy1GbBWUN1bFT4rL4XJ6G5E_rtIZC0kOb1WiBTyZ680
=5x6 =4x6
1
7 8 6 9 5 10 11
4
2 3
T1
T2
T1
B1
W1 W2 W1
Scale = 1:61
Plate Offsets (X, Y): [2:0-3-0,0-2-0], [3:0-2-8,0-1-12], [5:0-3-8,0-4-12], [6:0-4-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.13 1-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT) -0.17 1-6 >899 240
TCDL 7.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.04 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.05 1-6 >999 240
BCDL 7.0 Weight: 120 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-1-3 oc purlins, except
2-0-0 oc purlins (5-8-1 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=5178/0-5-8, (min. 0-2-14),
4=5185/0-5-8, (min. 0-2-14)
Max Horiz 1=46 (LC 9)
Max Uplift 1=-892 (LC 10), 4=-975 (LC 10)
Max Grav 1=5441 (LC 28), 4=5447 (LC 28)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-7699/1264, 2-3=-6068/1100,
3-4=-7368/1280
BOT CHORD 1-7=-1048/6513, 7-8=-1048/6513,
6-8=-1048/6513, 6-9=-1020/6331,
5-9=-1020/6331, 5-10=-1062/6227,
10-11=-1062/6227, 4-11=-1062/6227
WEBS 2-6=-566/3703, 2-5=-576/185, 3-5=-593/3321
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 0-5-0 oc.
Web connected as follows: 2x4 - 1 row at 0-4-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-16; 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) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 892 lb uplift at joint
1 and 975 lb uplift at joint 4.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 1552
lb down and 266 lb up at 1-9-12, 1723 lb down and 266
lb up at 3-9-12, 1893 lb down and 266 lb up at 5-9-12,
1322 lb down and 266 lb up at 7-9-12, and 1322 lb
down and 266 lb up at 9-9-12, and 1322 lb down and
266 lb up at 11-9-12 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: 1-2=-84, 2-3=-84, 3-4=-84, 1-4=-14
Concentrated Loads (lb)
Vert: 5=-1322 (F), 7=-1552 (F), 8=-1723 (F), 9=-1893
(F), 10=-1322 (F), 11=-1322 (F)
Job Truss Truss Type Qty Ply
J1621-20 G2 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 11:08:13 Page: 1
ID:kjotQq1bFzAWjxXVR5VAe_yZ6cK-xy1GbBWUN1bFT4rL4XJ6G5E0qt93CvtOb1WiBTyZ680
712
=3x4
=4x4
=3x4
91
15 1828
171673
64
5
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
Scale = 1:52.8
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 0.31 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: 51 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 11-6-0.
(lb) - Max Horiz 2=-68 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 8, 11, 13 except 10=-144 (LC
18), 14=-144 (LC 18)
Max Grav All reactions 250 (lb) or less at joint
(s) 10, 12, 14 except 2=451 (LC
18), 8=451 (LC 18), 11=351 (LC
20), 13=351 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
WEBS 4-13=-315/101, 6-11=-315/101
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 5-9-0, Corner(3R) 5-9-0 to
8-9-0, Exterior(2N) 8-9-0 to 13-2-14 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) 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=144, 10=144.
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
J1621-20 H1G 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 11:08:14 Page: 1
ID:jehA9aDxF4cAZUKQSpHEueyZ6dO-P8afoXX78Lj64EQXeFqLpInIoHiLxXtXqhGFkwyZ68?
712
2x4
51
7 82
6
4
3
T1 T1
B1
W1
Scale = 1:62.2
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) -0.04 4-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT) -0.06 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: 43 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-14 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=706/0-5-8, (min. 0-1-8),
4=706/0-5-8, (min. 0-1-8)
Max Horiz 2=-68 (LC 12)
Max Uplift 2=-169 (LC 14), 4=-169 (LC 14)
Max Grav 2=907 (LC 19), 4=907 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-776/362, 3-4=-776/362
BOT CHORD 2-6=-219/478, 4-6=-219/478
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 5-9-0, Exterior(2R) 5-9-0 to
8-9-0, Interior (1) 8-9-0 to 13-2-14 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.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 169 lb uplift at joint
2 and 169 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
J1621-20 H2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:14 Page: 1
ID:jehA9aDxF4cAZUKQSpHEueyZ6dO-P8afoXX78Lj64EQXeFqLpInEnHgSxXUXqhGFkwyZ68?
712
2x4 =3x4
1
6 2
5
4
3
T1
T2
B1
W1
Scale = 1:62.2
Plate Offsets (X, Y): [2:0-0-5,Edge], [3:0-2-0,0-2-4], [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 0.72 Vert(LL) -0.05 4-5 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT) -0.07 4-5 >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) 0.05 4-5 >999 240
BCDL 7.0 Weight: 41 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
4-4-5 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=729/0-5-8, (min. 0-1-8), 4=535/
Mechanical, (min. 0-1-8)
Max Horiz 2=64 (LC 13)
Max Uplift 2=-176 (LC 14), 4=-114 (LC 14)
Max Grav 2=919 (LC 19), 4=709 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-803/391, 3-4=-820/386
BOT CHORD 2-5=-273/532, 4-5=-273/532
WEBS 3-5=-255/229
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 5-9-0, Exterior(2R) 5-9-0 to
8-9-0, Interior (1) 8-9-0 to 11-5-4 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) 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 114 lb uplift at joint
4 and 176 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
J1621-20 H3 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:14 Page: 1
ID:CrFYNwDZ0Ok1Bevc0XoTRsyZ6dN-P8afoXX78Lj64EQXeFqLpInBMHfVxXRXqhGFkwyZ68?
712
2x4 =3x4
1
4
3
2
T1 T1
B1
W1
Scale = 1:49.9
Plate Offsets (X, Y): [2:0-2-0,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.05 3-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT) -0.07 3-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.05 3-4 >999 240
BCDL 7.0 Weight: 38 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-4-5 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) 1=549/0-5-8, (min. 0-1-8), 3=549/
Mechanical, (min. 0-1-8)
Max Horiz 1=-53 (LC 12)
Max Uplift 1=-120 (LC 14), 3=-120 (LC 14)
Max Grav 1=706 (LC 18), 3=715 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-827/399, 2-3=-835/396
BOT CHORD 1-4=-282/546, 3-4=-282/546
WEBS 2-4=-259/233
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 5-9-0, Exterior(2R) 5-9-0 to
8-9-0, Interior (1) 8-9-0 to 11-5-4 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 120 lb uplift at joint
1 and 120 lb uplift at joint 3.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 H4 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:14 Page: 1
ID:CrFYNwDZ0Ok1Bevc0XoTRsyZ6dN-P8afoXX78Lj64EQXeFqLpInBQHfTxXQXqhGFkwyZ68?
=3x4
1
2
9 10
5
6
7
3 8
4
T1 W2
B1
W1
Scale = 1:63.7
Plate Offsets (X, Y): [5:0-1-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.27 2-5 >424 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT) -0.46 2-5 >250 240
TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.39 2-5 >295 240
BCDL 7.0 Weight: 47 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
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=654/0-5-8, (min. 0-1-8), 5=455/
Mechanical, (min. 0-1-8)
Max Horiz 2=170 (LC 11)
Max Uplift 2=-152 (LC 14), 5=-117 (LC 11)
Max Grav 2=760 (LC 19), 5=683 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-6=-771/123, 6-7=-684/124, 3-7=-562/140,
4-5=-285/76
BOT CHORD 2-9=-246/581, 9-10=-246/581, 5-10=-246/581
WEBS 3-5=-650/202
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 9-10-4 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 117 lb uplift at joint
5 and 152 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
J1621-20 K1 18Jack-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 11:08:15 Page: 1
ID:CrFYNwDZ0Ok1Bevc0XoTRsyZ6dN-tK810tYlvfrziO?kCyLaMWJOggyKgwCh2L?pGMyZ68_
=3x4
2x4
=3x4 =4x4
2x4
1
2
11 12 7
6
8
9
103
4 5
T1
T2
W2
B1
W2W3
W1
Scale = 1:79
Plate Offsets (X, Y): [4:0-5-8,0-2-0], [6:0-2-0,0-2-8]
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 0.43 Vert(LL) -0.09 2-7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT) -0.15 2-7 >783 240
TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.13 2-7 >871 240
BCDL 7.0 Weight: 56 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=654/0-5-8, (min. 0-1-8), 6=455/
Mechanical, (min. 0-1-8)
Max Horiz 2=141 (LC 11)
Max Uplift 2=-155 (LC 14), 6=-124 (LC 11)
Max Grav 2=1084 (LC 30), 6=562 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-8=-982/197, 8-9=-824/199, 9-10=-707/208,
3-10=-677/209, 3-4=-416/174
BOT CHORD 2-11=-311/697, 11-12=-311/697,
7-12=-311/697
WEBS 4-7=-367/382, 4-6=-631/425, 3-7=-557/149
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 8-0-0, Exterior(2E) 8-0-0 to
9-10-4 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 124 lb uplift at joint
6 and 155 lb uplift at joint 2.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 K2 11Half Hip 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 11:08:15 Page: 1
ID:8DNIncFqY?_lQy3?7yrxWHyZ6dL-tK810tYlvfrziO?kCyLaMWJRig?Qgxbh2L?pGMyZ68_
712
2x4 =3x4
2x4
1
2
1011 6 12
5
7 8
3 9 4
T1
T2
W1
B1
W1 W2
Scale = 1:63
Plate Offsets (X, Y): [3:0-5-8,0-2-0]
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 0.58 Vert(LL) -0.04 2-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT) -0.06 2-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.06 2-6 >999 240
BCDL 7.0 Weight: 46 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=654/0-5-8, (min. 0-1-8), 5=455/
Mechanical, (min. 0-1-8)
Max Horiz 2=109 (LC 11)
Max Uplift 2=-157 (LC 14), 5=-130 (LC 11)
Max Grav 2=1016 (LC 30), 5=578 (LC 29)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-7=-709/213, 7-8=-590/217, 3-8=-466/236,
4-5=-280/42
BOT CHORD 2-10=-280/396, 10-11=-280/396,
6-11=-280/396, 6-12=-289/401,
5-12=-289/401
WEBS 3-5=-547/349
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
9-10-4 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 130 lb uplift at joint
5 and 157 lb uplift at joint 2.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 K3 11Half Hip 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 11:08:15 Page: 1
ID:8DNIncFqY?_lQy3?7yrxWHyZ6dL-tK810tYlvfrziO?kCyLaMWJOIg0Bgx6h2L?pGMyZ68_
2x4
2x4
=4x4
2x4 2x4
2x4
51
2
6
4
3
T1 T1
B1
W1
ST1 ST1
Scale = 1:58.1
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 0.43 Vert(LL) -0.01 4-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 4-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 4-6 >999 240
BCDL 7.0 Weight: 37 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
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 (lb/size) 2=565/0-3-8, (min. 0-1-8),
4=565/0-3-8, (min. 0-1-8)
Max Horiz 2=-55 (LC 12)
Max Uplift 2=-137 (LC 14), 4=-137 (LC 14)
Max Grav 2=810 (LC 19), 4=810 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-521/302, 3-4=-521/302
BOT CHORD 2-6=-162/289, 4-6=-162/289
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 4-3-8, Exterior(2R) 4-3-8 to
7-3-8, Interior (1) 7-3-8 to 10-3-14 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) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 137 lb uplift at joint
2 and 137 lb uplift at joint 4.
10) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 L1G 11Common Structural Gable Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:15 Page: 1
ID:cPxg?yGSJJ6b26eBhfMA2UyZ6dK-tK810tYlvfrziO?kCyLaMWJRgg2vg_2h2L?pGMyZ68_
712
=4x4
2x4
51
2
6
4
3
T1 T1
B1
W1
Scale = 1:58.1
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 0.43 Vert(LL) -0.01 4-6 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 4-6 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 4-6 >999 240
BCDL 7.0 Weight: 34 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
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 (lb/size) 2=565/0-3-8, (min. 0-1-8),
4=565/0-3-8, (min. 0-1-8)
Max Horiz 2=-55 (LC 12)
Max Uplift 2=-137 (LC 14), 4=-137 (LC 14)
Max Grav 2=810 (LC 19), 4=810 (LC 20)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-521/302, 3-4=-521/302
BOT CHORD 2-6=-162/289, 4-6=-162/289
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 4-3-8, Exterior(2R) 4-3-8 to
7-3-8, Interior (1) 7-3-8 to 10-3-14 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 137 lb uplift at joint
2 and 137 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
J1621-20 L2 11Common Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:16 Page: 1
ID:cPxg?yGSJJ6b26eBhfMA2UyZ6dK-LXiPDDYNgyzqKXZwmfspujscP4O8PRIqH?lMnoyZ67z
3x4
1
21 2019 18 17 16 15 14 13 12
11
2 10
3 9
4 8
5 7
6
T1 T1
B1 B2
ST1
ST2
ST3
ST4
ST5
ST1
ST2
ST3
ST4
Scale = 1:85.7
Plate Offsets (X, Y): [19:0-1-12,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 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: 139 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, 6-16, 7-15
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 20-1-14.
(lb) - Max Horiz 1=-217 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
11, 12, 13, 14, 15, 17, 18, 20, 21
except 1=-116 (LC 10)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
20, 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 10-1-2, Exterior(2R) 10-1-2
to 13-1-2, Interior (1) 13-1-2 to 19-10-7 zone; cantilever
left and right exposed ; end vertical left and right
exposed; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat 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, 20, 18, 17, 12, 13, 14, 15 except (jt=lb) 1=115.
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
J1621-20 XFA1 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 11:08:16 Page: 1
ID:4cV3CIH44cESfGDOFNtPbiyZ6dJ-LXiPDDYNgyzqKXZwmfspujsiW4PTPQNqH?lMnoyZ67z
3x4 3x4
1
12 11 10 9 8
7
62
53
4
T1 T1
B1
ST1
ST2
ST3
ST1
ST2
Scale = 1:66.5
Plate Offsets (X, Y): [4:0-2-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 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 0.07 Horiz(TL) 0.00 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 65 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-2-9.
(lb) - Max Horiz 1=-129 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 7, 8, 9, 11, 12
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 7, 8, 9, 10, 11, 12
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 6-1-8, Exterior(2R) 6-1-8 to
9-1-8, Interior (1) 9-1-8 to 11-11-3 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a 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, 7, 12, 11, 8, 9.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 XFA2 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 11:08:16 Page: 1
ID:4cV3CIH44cESfGDOFNtPbiyZ6dJ-LXiPDDYNgyzqKXZwmfspujsiV4PWPRIqH?lMnoyZ67z
13.8912
3x4 3x4
1
16 15 14 13 12 11 10
9
82
73
64
5
T1 T1
B1
ST1
ST2
ST3
ST4
ST1
ST2
ST3
Scale = 1:73.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 7.0 Weight: 98 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 15-11-9.
(lb) - Max Horiz 1=-171 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 9, 10, 11, 12, 14, 15, 16
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 9, 10, 11, 12, 13, 14, 15, 16
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-3-13 to
3-3-13, Interior (1) 3-3-13 to 8-0-0, Exterior(2R) 8-0-0 to
11-0-0, Interior (1) 11-0-0 to 15-8-3 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a 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, 9, 16, 15, 14, 10, 11, 12.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 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 11:08:16 Page: 1
ID:4cV3CIH44cESfGDOFNtPbiyZ6dJ-LXiPDDYNgyzqKXZwmfspujsiZ4PWPQFqH?lMnoyZ67z
13.89 12
2x4
=4x4
2x4
2x4
1
4
3
2
T1 T1
B1
ST1
Scale = 1:56.3
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 0.04 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.02 Horiz(TL) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
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
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-11-5 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) 1=108/3-10-14, (min. 0-1-8),
3=108/3-10-14, (min. 0-1-8),
4=107/3-10-14, (min. 0-1-8)
Max Horiz 1=-37 (LC 10)
Max Uplift 1=-15 (LC 12), 3=-15 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and
right exposed; porch left and right exposed;C-C 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 15 lb uplift at joint
1 and 15 lb uplift at joint 3.
7) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 XFF 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 11:08:16 Page: 1
ID:Yo3RQdHirwMJHPoao4Oe7vyZ6dI-LXiPDDYNgyzqKXZwmfspujsiW4PYPS9qH?lMnoyZ67z
13.89 12
2x4 2x4
=4x4
2x4
2x4
1
8 7 6
5
42
3
T1 T1
B1
ST1 ST1
ST2
Scale = 1:63.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 7.0 Weight: 24 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
5-0-0 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 4-11-9.
(lb) - Max Horiz 1=-48 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s)
6, 7, 8
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 5, 6, 7, 8
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 8, 6, 7.
7) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 XFG 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 11:08:17 Page: 1
ID:Yo3RQdHirwMJHPoao4Oe7vyZ6dI-pjGnRYZ?QG5hxh86JNN2RxPtNUlp8uAzWeUvKEyZ67y
2x4 =3x4
2x4
1
2
12 8 13
7
6
9
10
3
11
45
T1
W3
B1
W1 W2
Scale = 1:61.3
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 0.72 Vert(LL) -0.01 8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 7-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 7-8 >999 240
BCDL 7.0 Weight: 39 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E
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=711/0-7-6, (min. 0-1-8), 7=482/
Mechanical, (min. 0-1-8)
Max Horiz 2=106 (LC 9)
Max Uplift 2=-171 (LC 10), 7=-102 (LC 7)
Max Grav 2=813 (LC 15), 7=584 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-9=-815/93, 9-10=-785/95, 3-10=-634/105
BOT CHORD 2-12=-140/641, 8-12=-140/641,
8-13=-140/641, 7-13=-140/641
WEBS 3-7=-712/134
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 102 lb uplift at joint
7 and 171 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) 52 lb
down and 8 lb up at 2-9-8, 52 lb down and 8 lb up at
2-9-8, and 146 lb down and 32 lb up at 5-7-7, and 146 lb
down and 32 lb up at 5-7-7 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,
and 16 lb down and 25 lb up at 5-7-7, and 16 lb down
and 25 lb up at 5-7-7 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: 1-4=-84, 4-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 11=-154 (F=-77, B=-77), 12=-2 (F=-1, B=-1),
13=-13 (F=-7, B=-7)
Job Truss Truss Type Qty Ply
J1621-20 YR1 14Diagonal 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 11:08:17 Page: 1
ID:Jc3ufBbOycWmnFCNmqLVeByZ6cv-pjGnRYZ?QG5hxh86JNN2RxPidUka8rjzWeUvKEyZ67y
=2x4 2x4
3x4
=3x4
2x4
1
11 7 12
6
5
8
9
2
10
34
T1 W3
B1
W1 W2
Scale = 1:53.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT) -0.02 6-7 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 6-7 >999 240
BCDL 7.0 Weight: 36 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
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) 1=459/0-7-6, (min. 0-1-8), 6=551/
Mechanical, (min. 0-1-8)
Max Horiz 1=95 (LC 7)
Max Uplift 1=-93 (LC 10), 6=-117 (LC 7)
Max Grav 1=560 (LC 14), 6=653 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-8=-938/144, 8-9=-884/146, 2-9=-771/153
BOT CHORD 1-11=-168/803, 7-11=-168/803,
7-12=-168/803, 6-12=-168/803
WEBS 2-6=-892/183
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 a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 93 lb uplift at joint
1 and 117 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.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 70 lb
down and 29 lb up at 2-9-8, 52 lb down and 8 lb up at
2-9-8, and 192 lb down and 48 lb up at 5-7-7, and 146 lb
down and 32 lb up at 5-7-7 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,
and 15 lb down and 25 lb up at 5-7-7, and 16 lb down
and 25 lb up at 5-7-7 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 9=0 (F), 10=-199 (F=-122, B=-77), 11=-3 (F=-2,
B=-1), 12=-13 (F=-6, B=-7)
Job Truss Truss Type Qty Ply
J1621-20 YR1T 11Diagonal 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 11:08:17 Page: 1
ID:nodGtWc0jvedPPnaKXskBOyZ6cu-pjGnRYZ?QG5hxh86JNN2RxPo1UjS8qkzWeUvKEyZ67y
=2x4 2x4
3x4
=3x4
2x4
1
9
2
118
7
6
103
45
T1
W3
B1
W1 W2
Scale = 1:56.4
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 0.63 Vert(LL) 0.00 8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 2-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 2-8 >999 240
BCDL 7.0 Weight: 28 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-10-11 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=551/0-7-6, (min. 0-1-8), 7=506/
Mechanical, (min. 0-1-8)
Max Horiz 2=78 (LC 7)
Max Uplift 2=-145 (LC 10), 7=-106 (LC 7)
Max Grav 2=763 (LC 15), 7=550 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-10=-426/118, 3-10=-285/133, 4-7=-387/59
BOT CHORD 2-11=-210/263, 8-11=-210/263, 7-8=-210/263
WEBS 3-7=-296/236
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 106 lb uplift at joint
7 and 145 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) 52 lb
down and 8 lb up at 2-9-8, 52 lb down and 8 lb up at
2-9-8, and 166 lb down and 25 lb up at 5-10-11, and 166
lb down and 25 lb up at 5-10-11 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, and 35 lb down and 21 lb up at 5-10-11, and 35 lb
down and 21 lb up at 5-10-11 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: 1-4=-84, 4-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 4=-250 (F=-125, B=-125), 7=-29 (F=-15,
B=-15), 11=-2 (F=-1, B=-1)
Job Truss Truss Type Qty Ply
J1621-20 YR2 11Diagonal 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 11:08:18 Page: 1
ID:nodGtWc0jvedPPnaKXskBOyZ6cu-Hvq9euadBaEYZrjJt4vHz8xvku5dtKF7kIETshyZ67x
=2x4 2x4
3x4
=3x4
2x4
1 9
2
8 76
3
45
T1 W3
B1
W1 W2
Scale = 1:67.9
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 0.97 Vert(LL) 0.00 8 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 2-8 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 7 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 2-8 >999 240
BCDL 7.0 Weight: 27 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=539/0-7-6, (min. 0-1-8), 7=210/
Mechanical, (min. 0-1-8)
Max Horiz 2=74 (LC 7)
Max Uplift 2=-143 (LC 10), 7=-48 (LC 7)
Max Grav 2=765 (LC 15), 7=319 (LC 15)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-374/148
WEBS 3-7=-236/259
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 48 lb uplift at joint
7 and 143 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) 52 lb
down and 8 lb up at 2-9-8, and 52 lb down and 8 lb up
at 2-9-8 on top chord, and 6 lb down and 14 lb up at
2-9-8, and 6 lb down and 14 lb up at 2-9-8 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: 1-4=-84, 4-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 8=-2 (F=-1, B=-1)
Job Truss Truss Type Qty Ply
J1621-20 YR3 11Diagonal 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 11:08:18 Page: 1
ID:nodGtWc0jvedPPnaKXskBOyZ6cu-Hvq9euadBaEYZrjJt4vHz8xpWu5UtK57kIETshyZ67x
=2x4 2x4
3x4
=3x4
2x4
1
7 65
2
34
T1 W3
B1
W1 W2
Scale = 1:73.3
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 0.13 Vert(LL) -0.01 7 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 7 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 6 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 1-7 >999 240
BCDL 7.0 Weight: 23 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-7-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=250/0-7-6, (min. 0-1-8), 6=271/
Mechanical, (min. 0-1-8)
Max Horiz 1=63 (LC 9)
Max Uplift 1=-52 (LC 10), 6=-59 (LC 10)
Max Grav 1=366 (LC 14), 6=398 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-523/71
BOT CHORD 1-7=-77/431, 6-7=-77/431
WEBS 2-6=-486/90
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 a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 52 lb uplift at joint
1 and 59 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.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 70 lb
down and 29 lb up at 2-9-8, and 52 lb down and 8 lb up
at 2-9-8 on top chord, and 6 lb down and 14 lb up at
2-9-8, and 6 lb down and 14 lb up at 2-9-8 on bottom
chord. The design/selection of such connection device
(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 2=0 (B), 7=-3 (F=-1, B=-2)
Job Truss Truss Type Qty Ply
J1621-20 YR3T 11Diagonal 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 11:08:18 Page: 1
ID:G?Be4sceUDmU0ZMmuFNzkcyZ6ct-Hvq9euadBaEYZrjJt4vHz8x0au4utKA7kIETshyZ67x
712
=2x4
2x4
2x4
1
5 2
8 9
4
6 7
3
T1
W1
B1
Scale = 1:52.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 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 >756 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.09 2-4 >754 240
BCDL 7.0 Weight: 25 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=470/0-5-8, (min. 0-1-8), 4=247/
Mechanical, (min. 0-1-8)
Max Horiz 2=106 (LC 11)
Max Uplift 2=-117 (LC 14), 4=-68 (LC 11)
Max Grav 2=651 (LC 19), 4=400 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-360/122
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 to
1-3-2, Interior (1) 1-3-2 to 5-10-4 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 68 lb uplift at joint
4 and 117 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
J1621-20 Z1 119Jack-Closed Job Reference (optional)
Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Mon Sep 28 11:08:19 Page: 1
ID:Yo3RQdHirwMJHPoao4Oe7vyZ6dI-Hvq9euadBaEYZrjJt4vHz8xsYu2_tLt7kIETshyZ67x
7 12
=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 0.36 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 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=383/0-3-8, (min. 0-1-8), 3=118/
Mechanical, (min. 0-1-8), 4=26/
Mechanical, (min. 0-1-8)
Max Horiz 2=86 (LC 14)
Max Uplift 2=-89 (LC 14), 3=-46 (LC 18),
4=-14 (LC 10)
Max Grav 2=615 (LC 19), 3=196 (LC 19),
4=64 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) -1-8-14 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 46 lb uplift at joint
3, 89 lb uplift at joint 2 and 14 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
J1621-20 Z1A 111Jack-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 11:08:19 Page: 1
ID:Yo3RQdHirwMJHPoao4Oe7vyZ6dI-l6OYsEbFytMPB?IVRoQWWMU8jIQ6co7Gzyz0O7yZ67w
7
12
=2x4
1
5 3
4
2
T1
B1
Scale = 1:26.1
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 0.34 Vert(LL) -0.01 1-3 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 1-3 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 1-3 >999 240
BCDL 7.0 Weight: 12 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) 1=180/0-5-8, (min. 0-1-8), 2=155/
Mechanical, (min. 0-1-8), 3=26/
Mechanical, (min. 0-1-8)
Max Horiz 1=52 (LC 14)
Max Uplift 1=-23 (LC 14), 2=-43 (LC 14),
3=-13 (LC 10)
Max Grav 1=267 (LC 18), 2=241 (LC 18),
3=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) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 3-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;
porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 23 lb uplift at joint
1, 43 lb uplift at joint 2 and 13 lb uplift at joint 3.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 Z1AT 11Jack-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 11:08:19 Page: 1
ID:Yo3RQdHirwMJHPoao4Oe7vyZ6dI-l6OYsEbFytMPB?IVRoQWWMU81IQAco7Gzyz0O7yZ67w
7 12
=2x4
1
2
6 4
5
3
T1
B1
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 0.34 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=311/0-3-8, (min. 0-1-8), 3=13/
Mechanical, (min. 0-1-8), 4=14/
Mechanical, (min. 0-1-8)
Max Horiz 2=60 (LC 14)
Max Uplift 2=-87 (LC 14), 3=-111 (LC 18),
4=-7 (LC 10)
Max Grav 2=478 (LC 19), 3=20 (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 87 lb uplift at joint
2, 7 lb uplift at joint 4 and 111 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
J1621-20 Z1C 114Jack-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 11:08:19 Page: 1
ID:0_cpdzIKcEUAvZNmMnvtg7yZ6dH-l6OYsEbFytMPB?IVRoQWWMU80IR8co7Gzyz0O7yZ67w
7 12
=2x4
1
3
2
T1
B1
Scale = 1:50.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 1-3 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 1-3 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 1-3 >999 240
BCDL 7.0 Weight: 6 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) 1=94/0-5-8, (min. 0-1-8), 2=80/
Mechanical, (min. 0-1-8), 3=13/
Mechanical, (min. 0-1-8)
Max Horiz 1=27 (LC 14)
Max Uplift 1=-12 (LC 14), 2=-22 (LC 14), 3=-7
(LC 10)
Max Grav 1=126 (LC 18), 2=113 (LC 18),
3=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) 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.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 12 lb uplift at joint
1, 7 lb uplift at joint 3 and 22 lb uplift at joint 2.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 Z1CT 12Jack-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 11:08:19 Page: 1
ID:0_cpdzIKcEUAvZNmMnvtg7yZ6dH-l6OYsEbFytMPB?IVRoQWWMUCEIR7co7Gzyz0O7yZ67w
712
=2x4
2x4
2x4
1
6 7
3
4
5
2
T1 W1
B1
Scale = 1:33.1
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 0.68 Vert(LL) -0.05 1-3 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 1-3 >756 240
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 1-3 >754 240
BCDL 7.0 Weight: 22 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=276/0-5-8, (min. 0-1-8), 3=276/
Mechanical, (min. 0-1-8)
Max Horiz 1=95 (LC 11)
Max Uplift 1=-55 (LC 14), 3=-70 (LC 11)
Max Grav 1=430 (LC 18), 3=430 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-390/131
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust)
Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft;
B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed;
MWFRS (directional) and C-C Exterior(2E) 0-2-12 to
3-2-12, Interior (1) 3-2-12 to 5-10-4 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.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 55 lb uplift at joint
1 and 70 lb uplift at joint 3.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
J1621-20 Z1T 14Jack-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 11:08:19 Page: 1
ID:0_cpdzIKcEUAvZNmMnvtg7yZ6dH-l6OYsEbFytMPB?IVRoQWWMU3kIODco7Gzyz0O7yZ67w
7 12
=2x4
2x4
2x4
1
2
6
4
5
3
T1
W1
B1
Scale = 1:48.9
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 0.43 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-4 >999 240
BCDL 7.0 Weight: 18 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
4-2-8 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=396/0-5-8, (min. 0-1-8), 4=145/
Mechanical, (min. 0-1-8)
Max Horiz 2=77 (LC 11)
Max Uplift 2=-105 (LC 14), 4=-46 (LC 11)
Max Grav 2=636 (LC 19), 4=223 (LC 19)
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 4-0-12 zone; cantilever left and
right exposed ; end vertical left and right exposed; porch
left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate
DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0;
Cs=1.00; Ct=1.00
3) Unbalanced snow loads have been considered for this
design.
4) 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 46 lb uplift at joint
4 and 105 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
J1621-20 Z2 14Jack-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 11:08:19 Page: 1
ID:0_cpdzIKcEUAvZNmMnvtg7yZ6dH-l6OYsEbFytMPB?IVRoQWWMU7hIQ3co7Gzyz0O7yZ67w
7 12
=3x4
2x4
2x4
1
4 5
3
2
T1 W1
B1
Scale = 1:29.2
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) -0.04 1-3 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT) -0.06 1-3 >801 240
TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 1-3 >999 240
BCDL 7.0 Weight: 19 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-2-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=794/0-5-8, (min. 0-1-8), 3=980/
Mechanical, (min. 0-1-8)
Max Horiz 1=64 (LC 7)
Max Uplift 1=-132 (LC 10), 3=-174 (LC 7)
Max Grav 1=885 (LC 14), 3=1072 (LC 14)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-253/34
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 a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 132 lb uplift at joint
1 and 174 lb uplift at joint 3.
8) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 695 lb
down and 107 lb up at 1-4-12, and 703 lb down and 114
lb up at 3-4-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate
Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-84, 1-3=-14
Concentrated Loads (lb)
Vert: 4=-695 (B), 5=-703 (B)
Job Truss Truss Type Qty Ply
J1621-20 Z2G 11Jack-Closed 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 11:08:20 Page: 1
ID:G?Be4sceUDmU0ZMmuFNzkcyZ6ct-EIyw3abtjBUGo9th?Vxl3Z1IOhfGLFNQCcjawZyZ67v
712
=2x4
2x4
2x4
1
5
2
7
4
6
3
T1
W1
B1
Scale = 1:48.4
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 0.40 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 4 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-4 >999 240
BCDL 7.0 Weight: 17 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-0 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=388/0-5-8, (min. 0-1-8), 4=133/
Mechanical, (min. 0-1-8)
Max Horiz 2=74 (LC 11)
Max Uplift 2=-104 (LC 14), 4=-43 (LC 11)
Max Grav 2=624 (LC 19), 4=203 (LC 19)
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 3-10-4 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 43 lb uplift at joint
4 and 104 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
J1621-20 Z3 14Jack-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 11:08:20 Page: 1
ID:0_cpdzIKcEUAvZNmMnvtg7yZ6dH-EIyw3abtjBUGo9th?Vxl3Z1IzhlSLFNQCcjawZyZ67v