HomeMy WebLinkAboutTRUSS LAYOUT - M20-00003 - 4773 E 4000 N - New DuplexJob
B0094-20
Truss
A1
Truss Type
Piggyback Base
Qty
10
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-T6BJL0n_IJZsoU4xaj4E?NLHBfe3nxs3xVRqmzzqq84
Scale = 1:79.8
T2
T3
T4
B1
B4
B5
B6
W1
W2
W3
W4
W8
W9
W11
W10
W12
B3
T1
T5
B2
W4
W5
W7
W6
1
2
3
456
7
8
9
10
11
21 20 19 18 17
16
15 14
13 12
22
23
24 25
26
27
28 29 30
5x6 5x8 M18SHS
5x6
3x6
3x6 6x8 7x10 MT20HS
3x4
2x4
3x6
2x4
3x4
5x6
3x8
3x4
3x4
2x4
3x8
3x4
6-2-12
6-2-12
15-10-3
9-7-7
19-0-0
3-1-13
22-6-8
3-6-8
31-6-8
9-0-0
32-9-4
1-2-12
33-0-0
0-2-12
38-0-0
5-0-0
6-2-12
6-2-12
11-0-8
4-9-12
15-10-3
4-9-12
19-0-0
3-1-13
22-1-13
3-1-13
22-6-8
0-4-11
27-0-8
4-6-0
31-6-8
4-6-0
32-9-4
1-2-12
38-0-0
5-2-12
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
1-
0
-
0
11
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-4-4,0-2-4], [6:0-6-4,0-2-4], [7:0-3-0,0-3-0], [9:0-1-12,0-1-8], [14:0-4-8,0-2-12], [15:0-2-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.44
0.92
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.28
-0.41
0.04
0.02
(loc)
19-21
19-21
12
1-21
l/defl
>999
>784
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 254 lb FT = 0%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B5: 2x4 DF Stud/Std
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.): 4-6.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-0-0 oc bracing: 15-17
WEBS 1 Row at midpt 3-21, 7-14, 5-18, 5-19, 5-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=273/Mechanical, 21=1832/0-5-8 (min. 0-2-1), 12=2304/0-5-8 (min. 0-2-7)
Max Horz1=-189(LC 10)
Max Uplift1=-6(LC 12), 21=-94(LC 12), 12=-155(LC 12)
Max Grav1=273(LC 1), 21=1957(LC 18), 12=2304(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1059/142, 4-24=-795/145, 5-24=-795/145, 5-25=-884/129, 6-25=-885/129,
6-7=-1164/120, 7-26=-141/530, 8-26=-162/527, 8-9=-176/544, 9-27=-178/863,
10-27=-190/699
BOT CHORD 21-28=0/755, 20-28=0/755, 19-20=0/755, 18-19=0/861, 15-29=0/800, 29-30=0/800,
14-30=0/800, 12-13=-307/0, 10-12=-592/218, 6-15=0/254
WEBS 2-21=-581/144, 3-21=-1277/27, 7-14=-1550/219, 12-14=-687/342, 9-14=0/1064,
9-12=-1685/6, 5-18=-368/0, 15-18=0/1087
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 15-10-3, Exterior(2R) 15-10-3 to
21-2-11, Interior(1) 21-2-11 to 22-1-13, Exterior(2R) 22-1-13 to 27-6-4, Interior(1) 27-6-4 to 39-7-0 zone; cantilever left and right exposed
; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1, 94 lb uplift at joint 21 and
155 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
B0094-20
Truss
A1G
Truss Type
GABLE
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:31 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-PVJ4mipEqwpa1oEJi87i5oRe5TTfFw8MPpwxqrzqq82
Scale = 1:72.1
T2
T3
T2
B1
ST9ST9ST8
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST9 ST8
ST7
ST6
ST5
ST4
ST3
T1
T4
B1B2
ST2 ST112
3
4
5
6
7
8
9
10 11
12 13 14 15
16
17
18
19
20
21
22
23
24
25
26
47 46 45 44 43 42 41
40
39 38 37 36 35
34
33 32 31 30 29 28 27
3x6
3x6
3x6
3x6
3x6 3x6 3x6 3x6
38-0-0
38-0-0
15-10-3
15-10-3
22-1-13
6-3-9
38-0-0
15-10-3
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
11
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-1-1,0-1-8], [11:0-3-12,0-2-0], [15:0-3-12,0-2-0], [25:0-1-1,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.35
0.27
0.22
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
-0.03
(loc)
25-26
25-26
29
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 270 lb FT = 0%
GRIP
220/195
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 10-0-0 oc purlins, except
2-0-0 oc purlins (10-0-0 max.): 11-15.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-37, 12-38, 10-39, 9-41, 14-36, 16-35,
17-33
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 33-0-0.
(lb) - Max Horz1=-189(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 37, 39, 41, 42, 43, 44, 45, 46, 47, 33,
32, 31, 30, 29 except 1=-417(LC 16)
Max Grav All reactions 250 lb or less at joint(s) 1, 37, 41, 42, 43, 44, 45, 46, 33,
32, 30 except 38=420(LC 1), 39=457(LC 1), 47=251(LC 1), 36=420(LC 1),
35=456(LC 1), 31=286(LC 1), 29=658(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-263/742, 2-3=-216/725, 3-4=-171/720, 4-5=-128/721, 5-6=-84/721, 6-7=-51/651,
7-8=-47/721, 8-9=-26/719, 9-10=-28/737, 10-11=-44/542, 11-12=-37/556, 12-13=-37/556,
13-14=-37/556, 14-15=-37/556, 15-16=-44/542, 16-17=-28/737, 17-18=-2/720,
18-19=-36/719, 19-20=-40/650, 20-21=-87/732, 21-22=-114/668, 22-23=-190/776,
23-24=-213/714, 24-25=-235/673
BOT CHORD 1-47=-556/253, 46-47=-556/253, 45-46=-556/253, 44-45=-556/253, 43-44=-556/253,
42-43=-556/253, 41-42=-556/253, 40-41=-556/253, 39-40=-556/253, 38-39=-556/253,
37-38=-556/253, 36-37=-556/253, 35-36=-556/253, 34-35=-556/253, 33-34=-556/253,
32-33=-556/253, 31-32=-556/253, 30-31=-556/253, 29-30=-556/253, 28-29=-556/253,
27-28=-556/253, 25-27=-556/253
WEBS 12-38=-388/16, 10-39=-425/26, 14-36=-388/15, 16-35=-425/26, 22-29=-380/122
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-9-10, Exterior(2N) 3-9-10 to 15-10-3, Corner(3R) 15-10-3 to
19-7-13, Exterior(2N) 19-7-13 to 22-1-13, Corner(3R) 22-1-13 to 25-11-6, Exterior(2N) 25-11-6 to 39-7-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2
Job
B0094-20
Truss
A1G
Truss Type
GABLE
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:32 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-thtSz2qsbExRfypWGreyd0zprtpu_NNVdTfVNIzqq81
NOTES-
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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 39, 41, 42, 43, 44, 45, 46, 47, 33, 32, 31, 30, 29 except
(jt=lb) 1=417.
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0094-20
Truss
A2
Truss Type
Piggyback Base
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:33 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-LtRqBOqUMY3IG6OipZ9BADWz7H50jjMes7P2vkzqq80
Scale = 1:75.9
T2
T3
T4
B1
W1
W2
W3
W4
W5
W4
W6 W7
W8 W9
T1
T5
B1B2
1
2
3
4 5
6
7
8
9
16 15 14 13
12 11 10
17
18
19 20
21
22 23 24 25
5x8 M18SHS
6x8 M18SHS
5x6
3x6
3x6
2x4
3x4
5x6
3x4 3x8 3x4
3x4
2x4 3x6
3x6
6-2-12
6-2-12
15-10-3
9-7-7
22-1-13
6-3-9
27-5-8
5-3-12
32-9-4
5-3-12
33-0-0
0-2-12
38-0-0
5-0-0
6-2-12
6-2-12
11-0-8
4-9-12
15-10-3
4-9-12
22-1-13
6-3-9
27-5-8
5-3-12
32-9-4
5-3-12
38-0-0
5-2-12
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
11
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [6:0-3-0,0-3-0], [7:0-1-12,0-1-8], [11:0-1-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.44
0.53
0.68
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.28
-0.40
0.02
0.02
(loc)
14-16
14-16
10
1-16
l/defl
>999
>788
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 221 lb FT = 0%
GRIP
220/195
220/195
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
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-16, 4-14, 4-13, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=283/Mechanical, 16=1816/0-5-8 (min. 0-2-2), 10=2301/0-5-8 (min. 0-2-7)
Max Horz1=-189(LC 10)
Max Uplift1=-3(LC 12), 16=-100(LC 12), 10=-157(LC 12)
Max Grav1=283(LC 1), 16=1968(LC 18), 10=2301(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1083/143, 4-19=-818/147, 19-20=-818/147, 5-20=-818/147, 5-6=-1074/142,
6-7=-953/73, 7-21=-184/863, 8-21=-194/700
BOT CHORD 16-22=0/771, 22-23=0/771, 15-23=0/771, 14-15=0/771, 14-24=0/893, 13-24=0/893,
12-13=0/711, 12-25=0/711, 11-25=0/711, 10-11=-585/220, 8-10=-585/220
WEBS 2-16=-589/145, 3-16=-1284/36, 3-14=0/262, 6-11=-748/116, 7-11=-108/1466,
7-10=-2184/217
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 15-10-3, Exterior(2R) 15-10-3 to
21-2-11, Interior(1) 21-2-11 to 22-1-13, Exterior(2R) 22-1-13 to 27-4-12, Interior(1) 27-4-12 to 39-7-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
16=100, 10=157.
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
B0094-20
Truss
A3
Truss Type
Piggyback Base
Qty
6
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:34 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-q4?COjr67rB9uFzuNGgQiR34ZgRUS9Mo5n8bRAzqq8?
Scale = 1:73.2
T2
T3
T2
B1
B3 B3
B4
W1
W2
W3
W4
W5
W4
W6
W7
W8 W9
W10
W11
T1
T4
B2
1
2
3
45 6
7
8
9
10
11
18 17 16 15
14
13
12
19
20
21 22
23
24
25
5x6
5x8
5x6
3x6
3x6
3x6 5x6
3x6
2x4
3x4 3x4 5x8
3x4
3x8
3x4
5x6
3x6
6-2-12
6-2-12
15-10-3
9-7-7
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
32-6-8
7-5-12
33-0-0
0-5-8
38-0-0
5-0-0
6-2-12
6-2-12
11-0-8
4-9-12
15-10-3
4-9-12
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
32-6-8
7-5-12
38-0-0
5-5-8
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
3-
1
-
6
11
-
0
-
0
8.00 12
5.00 12
Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-6-4,0-2-4], [6:0-4-4,0-2-4], [7:0-1-12,0-1-8], [12:0-2-8,0-2-12], [13:0-2-0,0-2-12], [15:0-3-0,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.52
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.39
0.06
0.02
(loc)
16-18
16-18
12
1-18
l/defl
>999
>812
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 244 lb FT = 0%
GRIP
220/195
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 4-2-2 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-18, 4-16, 4-15, 5-15, 5-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=210/Mechanical, 12=2304/0-5-8 (min. 0-2-7), 18=1886/0-5-8 (min. 0-2-2)
Max Horz1=-189(LC 10)
Max Uplift1=-9(LC 12), 12=-159(LC 12), 18=-92(LC 12)
Max Grav1=210(LC 1), 12=2304(LC 1), 18=2010(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-29/349, 3-20=-19/256, 3-4=-1005/143, 4-21=-753/151, 5-21=-753/151,
5-22=-850/123, 6-22=-850/123, 6-7=-1142/136, 7-8=-1257/37, 8-23=-1277/25,
9-23=-1528/20, 9-24=-177/839, 10-24=-199/662
BOT CHORD 17-18=0/678, 17-25=0/678, 16-25=0/678, 15-16=0/804, 14-15=0/894, 13-14=0/1265,
12-13=-700/260, 10-12=-559/221
WEBS 2-18=-579/142, 3-18=-1339/23, 3-16=0/262, 4-16=-11/297, 5-15=-478/25, 6-14=-42/350,
7-14=-673/31, 7-13=-140/327, 9-13=-42/1724, 9-12=-1916/157
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 15-10-3, Exterior(2R) 15-10-3 to
21-2-11, Interior(1) 21-2-11 to 22-1-13, Exterior(2R) 22-1-13 to 27-6-4, Interior(1) 27-6-4 to 39-7-0 zone; cantilever left and right exposed
; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 18 except (jt=lb)
12=159.
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
B0094-20
Truss
A4
Truss Type
Piggyback Base
Qty
6
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:36 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-mS6zpPtNeTSs7Z6HVhjuns8Q3U72w2x5Y5diV3zqq7z
Scale = 1:74.3
T2
T3
T2
B1
B3 B3
B4
W1
W2
W3
W4
W5
W4
W6 W7
W8 W9
W10
W11
T1 T1
B21
2
3
4
56 7
8
9
10
11
12
19 18 17 16
15
14
13
20
21
22 23
24
25
26
5x6
5x8
5x6
3x6
3x6
3x6 5x6
3x6
2x4
3x4 3x4 5x8
3x4
3x8
3x4
5x6
4x4
6-0-0
6-0-0
6-2-12
0-2-12
15-10-3
9-7-7
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
32-6-8
7-5-12
33-0-0
0-5-8
38-0-0
5-0-0
-1-6-0
1-6-0
6-2-12
6-2-12
11-0-8
4-9-12
15-10-3
4-9-12
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
32-6-8
7-5-12
38-0-0
5-5-8
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
3-
1
-
6
11
-
0
-
0
8.00 12
5.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-6-4,0-2-4], [7:0-4-4,0-2-4], [8:0-1-12,0-1-8], [10:0-1-12,0-2-0], [14:0-2-8,0-2-8], [16:0-3-0,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.51
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.39
0.05
-0.03
(loc)
17-19
17-19
13
17-19
l/defl
>999
>813
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 246 lb FT = 0%
GRIP
220/195
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, except
2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 5-17, 5-16, 6-16, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=2213/0-5-8 (min. 0-2-6), 19=2347/0-5-8 (min. 0-2-8)
Max Horz19=-193(LC 10)
Max Uplift13=-134(LC 12), 19=-263(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-221/750, 3-20=-208/968, 3-21=-133/671, 4-21=-113/894, 4-5=-864/95,
5-22=-651/116, 6-22=-651/116, 6-23=-761/88, 7-23=-762/88, 7-8=-1012/100, 8-9=-1158/21,
9-24=-1178/0, 10-24=-1396/0, 10-25=-177/840, 11-25=-199/662
BOT CHORD 2-19=-654/246, 18-19=-125/504, 18-26=-125/504, 17-26=-125/504, 16-17=0/713,
15-16=0/803, 14-15=0/1180, 13-14=-697/259, 11-13=-559/222
WEBS 3-19=-581/149, 4-19=-1887/181, 4-17=-16/446, 5-17=-188/264, 6-16=-516/36, 6-15=0/275,
7-15=-22/292, 8-15=-647/62, 8-14=-177/301, 10-14=-23/1599, 10-13=-1827/135
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 2-2-10, Interior(1) 2-2-10 to 15-10-3, Exterior(2R) 15-10-3 to
21-2-11, Interior(1) 21-2-11 to 22-1-13, Exterior(2R) 22-1-13 to 27-6-4, Interior(1) 27-6-4 to 39-7-0 zone; cantilever left and right exposed
; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=134,
19=263.
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
B0094-20
Truss
A5
Truss Type
Piggyback Base
Qty
8
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:37 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-EfgL1lu?PmajljhT2PE7K3heeuRCfSKEnlNF1Vzqq7y
Scale = 1:75.4
T2
T3
T4
B1
B3 B3
B4
W1
W2
W3 W4
W5
W4
W6 W7
W8
W9
W10
W11
W12
T1
T5
B2
1
2
3
45 6
7
8
9
10
11
17 16 15
14
13
12
18
19 20
21
22
23 24
5x6
5x8 M18SHS
5x6
5x6
3x6
5x6 5x6
3x6
2x4
3x4 5x8
3x4
4x8
4x4
5x8
2x4
8-1-0
8-1-0
15-10-3
7-9-4
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
32-6-8
7-5-12
38-0-0
5-5-8
5-5-15
5-5-15
10-8-1
5-2-2
15-10-3
5-2-2
17-7-0
1-8-13
22-1-13
4-6-13
25-0-12
2-10-15
28-9-10
3-8-14
32-6-8
3-8-14
38-0-0
5-5-8
39-6-0
1-6-0
0-
5
-
3
11
-
0
-
0
0-
5
-
3
3-
1
-
6
11
-
0
-
0
8.00 12
5.00 12
Plate Offsets (X,Y)-- [1:0-6-0,0-0-4], [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [6:0-4-4,0-2-4], [7:0-0-12,0-1-12], [8:0-3-0,0-3-0], [10:0-6-0,0-0-4], [13:0-4-0,0-3-0], [15:0-3-0,0-2-8], [17:0-3-0
,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.47
0.65
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.47
0.27
0.08
(loc)
12-13
12-13
10
13
l/defl
>999
>958
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 249 lb FT = 0%
GRIP
220/195
220/195
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*
W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except
2-0-0 oc purlins (4-3-2 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-16, 4-15, 5-15, 7-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2107/Mechanical, 10=2290/0-5-8 (min. 0-2-7)
Max Horz1=-189(LC 10)
Max Uplift1=-107(LC 12), 10=-157(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-3354/183, 2-18=-3090/196, 2-3=-3050/217, 3-4=-2332/221, 4-19=-1854/214,
5-19=-1854/214, 5-20=-2202/200, 6-20=-2202/199, 6-7=-2680/218, 7-21=-3797/193,
8-21=-3908/181, 8-9=-3185/233, 9-22=-3165/162, 10-22=-3311/140
BOT CHORD 1-17=-77/2752, 17-23=-20/2334, 23-24=-20/2334, 16-24=-20/2334, 15-16=0/1887,
14-15=0/2064, 13-14=0/3426, 12-13=-45/3330, 10-12=-46/2570
WEBS 2-17=-391/104, 3-17=-18/642, 3-16=-761/119, 4-16=-39/818, 5-15=-886/46, 5-14=0/786,
6-14=-59/1067, 7-14=-2399/78, 7-13=0/2583, 8-12=-985/3, 9-12=-295/99
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 15-10-3, Exterior(2R) 15-10-3 to
21-2-11, Interior(1) 21-2-11 to 22-1-13, Exterior(2R) 22-1-13 to 27-6-4, Interior(1) 27-6-4 to 39-7-0 zone; cantilever left and right exposed
; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=107,
10=157.
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
B0094-20
Truss
B1
Truss Type
Piggyback Base
Qty
4
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:38 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-irEjE5udA4iaNtGfc6lMtHDp6ImFOvyN0P6pZxzqq7x
Scale = 1:75.4
T2
T3
T4
B1
B3 B3
B4
W1
W2
W3 W4
W5
W4
W6 W7
W8
W9
W10
W11
W12
T1
T5
B2
1
2
3
45 6
7
8
9
10
11
17 16 15
14
13
12
18
19 20
21
22
23 24
5x6
5x8 M18SHS
5x6
5x6
3x6
5x6 5x6
3x6
2x4
3x4 5x8
3x4
4x8
4x4
5x8
2x4
8-2-2
8-2-2
15-11-6
7-9-4
17-7-0
1-7-10
22-0-10
4-5-10
25-0-12
3-0-2
32-6-8
7-5-12
38-0-0
5-5-8
5-7-1
5-7-1
10-9-3
5-2-2
15-11-6
5-2-2
17-7-0
1-7-10
22-0-10
4-5-10
25-0-12
3-0-2
28-9-10
3-8-14
32-6-8
3-8-14
38-0-0
5-5-8
0-
4
-
7
11
-
0
-
0
0-
4
-
7
3-
1
-
6
11
-
0
-
0
8.00 12
5.00 12
Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [6:0-4-4,0-2-4], [7:0-0-12,0-1-12], [8:0-3-0,0-3-0], [10:0-6-0,0-0-6], [13:0-4-0,0-3-0], [15:0-3-0,0-2-8], [17:0-3-0
,0-3-4]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.49
0.66
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.48
0.27
0.08
(loc)
12-13
12-13
10
13
l/defl
>999
>943
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 248 lb FT = 0%
GRIP
220/195
220/195
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*
W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except
2-0-0 oc purlins (4-3-7 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-16, 4-15, 5-15, 7-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2107/Mechanical, 10=2290/0-5-8 (min. 0-2-7)
Max Horz1=-189(LC 10)
Max Uplift1=-107(LC 12), 10=-157(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-18=-3384/185, 2-18=-3178/198, 2-3=-3077/218, 3-4=-2335/221, 4-19=-1853/214,
5-19=-1853/214, 5-20=-2195/200, 6-20=-2196/199, 6-7=-2676/218, 7-21=-3841/192,
8-21=-3951/181, 8-9=-3236/233, 9-22=-3201/163, 10-22=-3345/141
BOT CHORD 1-17=-77/2791, 17-23=-18/2346, 23-24=-18/2346, 16-24=-18/2346, 15-16=0/1890,
14-15=0/2064, 13-14=0/3466, 12-13=-46/3375, 10-12=-46/2614
WEBS 2-17=-422/106, 3-17=-20/671, 3-16=-776/120, 4-16=-38/828, 5-15=-867/44, 5-14=-0/788,
6-14=-59/1066, 7-14=-2435/78, 7-13=0/2622, 8-12=-975/3, 9-12=-324/99
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 15-11-6, Exterior(2R) 15-11-6 to
21-3-13, Interior(1) 21-3-13 to 22-0-10, Exterior(2R) 22-0-10 to 27-5-2, Interior(1) 27-5-2 to 39-7-0 zone; cantilever left and right exposed
; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=107,
10=157.
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
B0094-20
Truss
B1G
Truss Type
GABLE
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:40 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-eEMTfnwtihyIcAQ2kXnqyiJBJ5a8s?qgTjbweqzqq7v
Scale = 1:71.8
T2
T3
T2
B1
ST8ST8ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST8 ST7
ST6
ST5
ST4
ST3
ST2
ST1
T1
T4
B1B2
1
2
3
4
5 6
7
8
91011 12 13 14
15
16
17
18
19
20
21
22
23
24
43 42 41 40 39 38
37
36 35 34 33 32
31
30 29 28 27 26 25
3x6
3x6
3x6
3x6
3x6
3x6 3x6
3x6
38-0-0
38-0-0
15-11-6
15-11-6
22-0-10
6-1-5
38-0-0
15-11-6
0-
4
-
7
11
-
0
-
0
0-
4
-
7
11
-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-3-9,0-1-8], [10:0-4-8,0-2-8], [14:0-4-8,0-2-8], [23:0-3-9,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.31
0.18
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.00
0.01
(loc)
24
23
23
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 267 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 10-14.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 12-34, 11-35, 9-36, 8-38, 13-33, 15-32, 16-30
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 38-0-0.
(lb) - Max Horz1=-190(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 34, 38, 39, 40, 41, 42, 43, 30, 29, 28, 27, 26, 25, 23
Max Grav All reactions 250 lb or less at joint(s) 1, 34, 35, 36, 38, 39, 40, 41, 42, 33, 32, 30, 29, 28, 27, 26
except 43=345(LC 1), 25=269(LC 1), 23=417(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-43=-270/85
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-9-10, Exterior(2N) 3-9-10 to 15-11-6, Corner(3R) 15-11-6 to
19-8-15, Exterior(2N) 19-8-15 to 22-0-10, Corner(3R) 22-0-10 to 25-10-4, Exterior(2N) 25-10-4 to 39-7-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
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 3-6-0 tall by 2-0-0 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) 1, 34, 38, 39, 40, 41,
42, 43, 30, 29, 28, 27, 26, 25, 23.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0094-20
Truss
C1GD
Truss Type
Monopitch Girder
Qty
2
Ply
2
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:42 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-bcUE4Tx8EJC0rUaRrypI17ORBv7AKibzx040ijzqq7t
Scale = 1:59.0
T1 W7
B1
W1 W2
W3 W4
W5
W6
HW1
1
2
3
4
5
987 610 11 12 13
2x4
4x8 M18SHS
3x4
3x8 6x8
3x6
7x8
4x6
3x8 M18SHS
3-0-9
3-0-9
5-10-14
2-10-5
8-9-3
2-10-5
11-11-0
3-1-13
3-0-9
3-0-9
5-10-14
2-10-5
8-9-3
2-10-5
11-11-0
3-1-13
0-
8
-
3
10
-
7
-
6
10.00 12
Plate Offsets (X,Y)-- [1:0-3-15,0-0-8], [1:0-1-14,0-5-1], [1:0-0-15,0-1-2], [2:0-0-12,0-1-8], [3:0-1-4,0-1-8], [4:0-1-4,0-2-0], [7:0-3-8,0-4-12], [8:0-2-12,0-4-8], [9:0-4-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.67
0.72
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.02
0.02
(loc)
8-9
8-9
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 206 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6, 4-6
REACTIONS.(lb/size) 6=6942/0-5-8 (min. 0-3-11), 1=6912/0-5-8 (min. 0-3-11)
Max Horz1=275(LC 5)
Max Uplift6=-464(LC 5), 1=-358(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7600/402, 2-3=-5176/299, 3-4=-2787/218
BOT CHORD 1-10=-401/5368, 9-10=-401/5368, 9-11=-401/5368, 8-11=-401/5368, 8-12=-296/3901,
7-12=-296/3901, 7-13=-184/2102, 6-13=-184/2102
WEBS 2-9=-161/3170, 2-8=-2053/160, 3-8=-260/4534, 3-7=-3727/259, 4-7=-464/6654,
4-6=-5628/404
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 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 8-2 2x4 - 1 row at 0-9-0 oc, member 3-8 2x4 - 1 row at 0-9-0 oc,
member 7-3 2x4 - 1 row at 0-9-0 oc, member 4-7 2x4 - 1 row at 0-9-0 oc, member 6-4 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; Lumber DOL=1.60 plate
grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=40.0 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) 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 6=464,
1=358.
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) 2093 lb down and 122 lb up at
1-0-12, 2091 lb down and 123 lb up at 3-0-12, 2091 lb down and 123 lb up at 5-0-12, 2091 lb down and 123 lb up at 7-0-12, and 2096
lb down and 125 lb up at 9-0-12, and 2098 lb down and 122 lb up at 11-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
Continued on page 2
Job
B0094-20
Truss
C1GD
Truss Type
Monopitch Girder
Qty
2
Ply
2
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:42 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-bcUE4Tx8EJC0rUaRrypI17ORBv7AKibzx040ijzqq7t
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-96, 1-6=-16
Concentrated Loads (lb)
Vert: 9=-2091(B) 7=-2096(B) 10=-2093(B) 11=-2091(B) 12=-2091(B) 13=-2098(B)
Job
B0094-20
Truss
C1SG
Truss Type
GABLE
Qty
1
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:44 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-X?b_V8zOmwSk5okpzNsm6YTsUivvoiSGOKZ7nbzqq7r
Scale = 1:73.8
T2 T2
B1
W3
W2 W1W2W1HW1 T1
B2
HW1
ST5
ST6
ST3
ST4ST2
ST1
ST5 ST3
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
27 28
5x6
6x8 M18SHS
5x6
3x8
4x4
4x4
3x12
3x4
4x4
4x4
5x6
6-1-12
6-1-12
11-7-8
5-5-12
12-0-0
0-4-8
12-6-8
0-6-8
17-10-4
5-3-12
24-0-0
6-1-12
-1-6-0
1-6-0
6-1-12
6-1-12
12-0-0
5-10-4
17-10-4
5-10-4
24-0-0
6-1-12
25-6-0
1-6-0
0-
8
-
3
10
-
8
-
3
0-
8
-
3
10.00 12
Plate Offsets (X,Y)-- [2:0-3-10,Edge], [4:0-3-0,0-3-0], [6:0-3-0,0-3-0], [8:0-1-10,0-0-7], [12:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.37
0.26
0.59
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
0.01
(loc)
8-10
8-10
8
8-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 194 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W3: 2x6 DF 1800F 1.6E
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E - 3-10-15, Right 2x6 DF 1800F 1.6E -| 3-10-15
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, Except:
10-0-0 oc bracing: 10-11,8-10.
WEBS 1 Row at midpt 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-11-0 except (jt=length) 8=0-5-8.
(lb) - Max Horz2=-188(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 11, 14, 16 except 2=-106(LC 12), 8=-102(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 13, 15, 16 except 2=582(LC 1), 11=1046(LC 1), 11=1046(LC 1),
11=1046(LC 1), 14=286(LC 1), 8=872(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-534/89, 3-4=-319/114, 4-27=-273/128, 6-28=-274/118, 6-7=-598/96, 7-8=-805/78
BOT CHORD 2-16=-66/277, 15-16=-66/277, 14-15=-66/277, 13-14=-66/280, 12-13=-66/280,
11-12=-66/280, 10-11=0/459, 8-10=0/460
WEBS 5-11=-434/0, 6-11=-533/112, 4-14=-251/19
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) -1-7-2 to 1-4-14, Interior(1) 1-4-14 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0,
Interior(1) 15-0-0 to 25-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14, 16 except
(jt=lb) 2=106, 8=102.
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
B0094-20
Truss
D1
Truss Type
Common
Qty
14
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:45 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-?B9MiU_0XEabiyI0W4N?fl02z6DCXEiPd_JhJ1zqq7q
Scale = 1:53.1
T1 T1
B1
W2
W1W1
HW1
HW1
B1
1
2
3
4
5
6
7
8
9
10
11 12
4x4
3x8
4x4
4x4
5x8
2x4 2x4
3x8
4x4
4x4
10-0-0
10-0-0
20-0-0
10-0-0
-1-6-0
1-6-0
5-1-12
5-1-12
10-0-0
4-10-4
14-10-4
4-10-4
20-0-0
5-1-12
21-6-0
1-6-0
0-
8
-
3
9-
0
-
3
0-
8
-
3
10.00 12
Plate Offsets (X,Y)-- [2:0-3-10,Edge], [5:0-2-0,0-2-4], [8:0-3-10,Edge], [10:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.32
0.45
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.22
0.03
0.01
(loc)
8-10
8-10
8
8-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 111 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -| 3-3-6, Right 2x6 DF 1800F 1.6E -| 3-3-6
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1273/0-5-8 (min. 0-1-8), 8=1273/0-5-8 (min. 0-1-8)
Max Horz2=160(LC 11)
Max Uplift2=-99(LC 12), 8=-99(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1355/91, 3-4=-1199/115, 4-11=-1020/113, 5-11=-875/129, 5-12=-875/129,
6-12=-1020/113, 6-7=-1199/115, 7-8=-1354/91
BOT CHORD 2-10=0/921, 8-10=0/921
WEBS 5-10=-57/620, 6-10=-337/112, 4-10=-337/112
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-2 to 1-4-14, Interior(1) 1-4-14 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0,
Interior(1) 13-0-0 to 21-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 2, 8.
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
B0094-20
Truss
D1G
Truss Type
Common Supported Gable
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:46 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-TNjlwq?eIXiSK5tC4nuEBzY92WeeGjYZse2ErUzqq7p
Scale = 1:54.1
W1
T1 T1
W1B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
24 23 22 21 20 19 18 17 16 15 14
25 26
3x6
4x4
3x6
5x6
20-0-0
20-0-0
-1-6-0
1-6-0
10-0-0
10-0-0
20-0-0
10-0-0
21-6-0
1-6-0
0-
8
-
3
9-
0
-
3
0-
8
-
3
10.00 12
Plate Offsets (X,Y)-- [12:0-3-12,0-1-8], [21:0-3-0,0-3-0], [24:0-3-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.55
0.11
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.01
0.00
(loc)
13
13
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 127 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-0-0.
(lb) - Max Horz24=-172(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 18, 17, 16 except 23=-112(LC 16), 15=-112(LC
16)
Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=393(LC 16), 14=393(LC
16), 19=250(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-327/48, 12-14=-327/51
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) -1-7-2 to 1-4-14, Exterior(2N) 1-4-14 to 10-0-0, Corner(3R) 10-0-0 to 13-0-0,
Exterior(2N) 13-0-0 to 21-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 24, 14, 20, 21, 22, 18
, 17, 16 except (jt=lb) 23=112, 15=112.
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
B0094-20
Truss
D2GD
Truss Type
Common Girder
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:47 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-xaH77A?G3rqJyFSOeVPTkA5INwvj?0Di4IonOwzqq7o
Scale = 1:52.4
T1 T1
B1
W3
W2 W1W2W1
HW1 HW1B1
1
2
3
4
5
8769101112 13141516
4x4
7x8
3x4
2x4
3x4
2x4
5x6 5x6
5-1-2
5-1-2
10-0-0
4-10-14
14-10-14
4-10-14
20-0-0
5-1-2
5-1-2
5-1-2
10-0-0
4-10-14
14-10-14
4-10-14
20-0-0
5-1-2
0-
8
-
3
9-
0
-
3
0-
8
-
3
10.00 12
Plate Offsets (X,Y)-- [1:Edge,0-3-8], [1:0-5-1,0-1-14], [1:0-1-2,0-0-15], [2:0-1-8,0-1-8], [3:0-2-4,0-2-0], [4:0-1-8,0-1-8], [5:0-1-2,0-0-15], [5:Edge,0-3-8], [5:0-5-1,0-1-14], [7:0-4-0
,0-4-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.44
0.78
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.03
0.02
(loc)
6-7
6-7
5
7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 119 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2111/0-5-8 (min. 0-2-4), 5=2214/0-5-8 (min. 0-2-6)
Max Horz1=142(LC 7)
Max Uplift1=-126(LC 8), 5=-121(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2734/177, 2-3=-1910/181, 3-4=-1910/181, 4-5=-2838/175
BOT CHORD 1-9=-70/1896, 9-10=-70/1896, 8-10=-70/1896, 8-11=-70/1896, 11-12=-70/1896,
7-12=-70/1896, 7-13=-68/1973, 13-14=-68/1973, 6-14=-68/1973, 6-15=-68/1973,
15-16=-68/1973, 5-16=-68/1973
WEBS 3-7=-147/1777, 4-7=-842/118, 4-6=-11/790, 2-7=-737/121, 2-8=-15/650
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; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=40.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=126,
5=121.
6) 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.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 25 lb up at 1-11-4,
194 lb down and 25 lb up at 3-11-4, 194 lb down and 25 lb up at 5-11-4, 267 lb down and 19 lb up at 7-11-4, 257 lb down and 22 lb up
at 9-11-4, 257 lb down and 22 lb up at 11-11-4, 257 lb down and 22 lb up at 13-11-4, and 257 lb down and 22 lb up at 15-11-4, and
257 lb down and 22 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) 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 (plf)
Vert: 1-3=-96, 3-5=-96, 1-5=-16
Continued on page 2
Job
B0094-20
Truss
D2GD
Truss Type
Common Girder
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:48 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-PmrVKW0uq9y9ZP1aCCwiHOeT7KFykTTsJyXLwMzqq7n
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=-257(B) 9=-194(B) 10=-194(B) 11=-194(B) 12=-267(B) 13=-257(B) 14=-257(B) 15=-257(B) 16=-257(B)
Job
B0094-20
Truss
E1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:48 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-PmrVKW0uq9y9ZP1aCCwiHOeUyKKPkdhsJyXLwMzqq7n
Scale = 1:36.4
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17 18
3x6
4x4
3x6
11-11-0
11-11-0
-1-6-0
1-6-0
5-11-8
5-11-8
11-11-0
5-11-8
13-5-0
1-6-0
0-
8
-
3
5-
7
-
1
2
0-
8
-
3
10.00 12
Plate Offsets (X,Y)-- [8:0-3-12,0-1-8], [16:0-3-12,0-1-8]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.59
0.09
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
-0.01
-0.00
(loc)
9
9
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 65 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 11-11-0.
(lb) - Max Horz16=-116(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-101(LC 16), 11=-101(LC 16)
Max Grav All reactions 250 lb or less at joint(s) 14, 15, 12, 11 except 16=341(LC 16), 10=341(LC 16), 13=281(LC
1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-283/106, 8-10=-283/110
WEBS 5-13=-253/27
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-2 to 1-4-14, Exterior(2N) 1-4-14 to 5-11-8, Corner(3R) 5-11-8 to 8-11-8,
Exterior(2N) 8-11-8 to 13-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 16, 10, 14, 12 except
(jt=lb) 15=101, 11=101.
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
B0094-20
Truss
PB01
Truss Type
GABLE
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:49 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-tyPtYs1XaS40BZcnlwRxpbAnbjhbT6V?YcHuSpzqq7m
Scale = 1:14.9
T1 T1
B1
ST1
2
3
4
6
1
5
4x4
2x4 2x4 2x4
6-3-9
6-3-9
3-1-13
3-1-13
6-3-9
3-1-13
-0
-
0
-
4
2-
0
-
1
5
2-
1
-
3
0-
1
-
0
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.09
0.03
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-3-9.
(lb) - Max Horz1=-30(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-113(LC 1), 5=-113(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=333(LC 1), 4=333(LC 1)
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;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=40.0 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) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 4 except (jt=lb)
1=113, 5=113.
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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
B0094-20
Truss
PB02
Truss Type
Piggyback
Qty
32
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:51 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-qLWezX2n64LkRtm9tLUPu0G7_XM3x0wI?wm?Xhzqq7k
Scale = 1:14.3
T1 T1
B1
ST1
1
2
3
4
5
6
4x4
2x4 2x4 2x4
6-3-9
6-3-9
3-1-13
3-1-13
6-3-9
3-1-13
0-
4
-
7
1-
1
1
-
1
1
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.09
0.03
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
4
4
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=198/4-9-11 (min. 0-1-8), 4=198/4-9-11 (min. 0-1-8), 6=226/4-9-11 (min. 0-1-8)
Max Horz2=-30(LC 10)
Max Uplift2=-30(LC 12), 4=-30(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;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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 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) 2, 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.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
B0094-20
Truss
PB03
Truss Type
Piggyback
Qty
4
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:52 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-IX40At3PtNTb20LMR2?eREoIsxiLgTBREaWY37zqq7j
Scale = 1:14.0
T1 T1
B1
ST1
1
2
3
4
5
6
4x4
2x4 2x4 2x4
6-1-5
6-1-5
3-0-10
3-0-10
6-1-5
3-0-10
0-
4
-
7
1-
1
0
-
1
5
0-
1
-
8
0-
4
-
7
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.09
0.03
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
4
4
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=192/4-7-7 (min. 0-1-8), 4=192/4-7-7 (min. 0-1-8), 6=216/4-7-7 (min. 0-1-8)
Max Horz2=29(LC 11)
Max Uplift2=-30(LC 12), 4=-30(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;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=40.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
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 3-6-0 tall by 2-0-0 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) 2, 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.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
B0094-20
Truss
PB04
Truss Type
GABLE
Qty
2
Ply
1
Baker Duplex (RP1/28)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Jan 28 11:33:53 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:gjhl6cpno5CMUincblzoyGzqr7x-mkeOOD41ehbSgAwY_mWt_RLTiL2aPvWbTEF6bazqq7i
Scale = 1:14.6
T1 T1
B1
ST1
2
3
4
6
1
5
4x4
2x4 2x4 2x4
6-1-5
6-1-5
3-0-10
3-0-10
6-1-5
3-0-10
-0
-
0
-
4
2-
0
-
3
2-
0
-
7
0-
1
-
0
0-
1
-
8
8.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.08
0.03
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-1-5.
(lb) - Max Horz1=29(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-102(LC 1), 5=-102(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=315(LC 1), 4=315(LC 1)
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;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=40.0 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) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 4 except (jt=lb)
1=102, 5=102.
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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard