HomeMy WebLinkAboutTRUSS SPECS - 20-00206 - Rexburg Ball Fields ConcessionsJob
B0073-20
Truss
A1
Truss Type
Hip Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:24 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-NImTBhfASgVQugD7WaLSxsWyYpi6y2TGa5jFLJzslD1
Scale = 1:47.2
T1
T2
T1
B1
W1 W2
W3 W4 W5 W5 W4 W3
W2 W1
B2
1
2
3 4 5 6
7
8
14 13 12 11
10 9
15 16 17 18
19 20 21
3x4
4x4 4x4
3x4
4x6
3x4
2x4 3x8
3x4
3x4
3x4
3x8
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
8-0-0
3-9-4
14-0-0
6-0-0
20-0-0
6-0-0
23-9-4
3-9-4
24-0-0
0-2-12
28-0-0
4-0-0
4-2-12
4-2-12
8-0-0
3-9-4
12-0-0
4-0-0
16-0-0
4-0-0
20-0-0
4-0-0
23-9-4
3-9-4
28-0-0
4-2-12
0-
6
-
1
3-
0
-
7
3-
2
-
1
0-
6
-
1
3-
0
-
7
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.21
0.10
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.05
0.01
-0.03
(loc)
11
11
9
11-13
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 278 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 14=1189/0-5-8 (min. 0-1-8), 9=1189/0-5-8 (min. 0-1-8)
Max Horz14=33(LC 9)
Max Uplift14=-610(LC 10), 9=-569(LC 7)
Max Grav14=1359(LC 79), 9=1358(LC 77)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-185/758, 2-3=-1266/537, 3-4=-1190/514, 4-15=-2101/863, 15-16=-2101/863,
16-17=-2101/863, 17-18=-2101/863, 5-18=-2101/863, 5-6=-1189/542, 6-7=-1265/560,
7-8=-160/758
BOT CHORD 1-14=-618/192, 13-14=-618/192, 13-19=-730/2049, 12-19=-730/2049, 11-12=-730/2049,
11-20=-725/2036, 20-21=-725/2036, 10-21=-725/2036, 9-10=-618/164, 8-9=-618/164
WEBS 2-14=-1203/559, 2-13=-636/1429, 3-13=-394/206, 4-13=-1034/359, 5-10=-1034/344,
6-10=-394/205, 7-10=-630/1428, 7-9=-1203/522
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.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=610,
9=569.
10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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) 153 lb down and 238 lb up at 8-0-0
, 58 lb down and 85 lb up at 10-0-12, 58 lb down and 85 lb up at 12-0-12, 58 lb down and 85 lb up at 14-0-0, 58 lb down and 85 lb up
at 15-11-4, and 58 lb down and 85 lb up at 17-11-4, and 153 lb down and 238 lb up at 19-11-4 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
B0073-20
Truss
A1
Truss Type
Hip Girder
Qty
2
Ply
2 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:24 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-NImTBhfASgVQugD7WaLSxsWyYpi6y2TGa5jFLJzslD1
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-84, 3-6=-84, 6-8=-84, 1-8=-14
Concentrated Loads (lb)
Vert: 12=32(F) 13=103(F) 11=32(F) 10=103(F) 19=32(F) 20=32(F) 21=32(F)
Job
B0073-20
Truss
A2
Truss Type
Hip
Qty
2
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-rVKrO1goD_dHWqoJ4HshT432iD?3hPCQplTpulzslD0
Scale: 1/4"=1'
T1
T2
T1
B1
W1 W2
W3 W4 W4 W3
W2 W1
B2
1
2
3 4 5
6
7
12 11 10 9 8
13
14
15 16 17 18
19
20
3x4
4x6 4x6
3x4
3x4
3x4
2x4 4x8
3x4
4x8
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
10-0-0
5-9-4
18-0-0
8-0-0
23-9-4
5-9-4
24-0-0
0-2-12
28-0-0
4-0-0
4-2-12
4-2-12
10-0-0
5-9-4
14-0-0
4-0-0
18-0-0
4-0-0
23-9-4
5-9-4
28-0-0
4-2-12
0-
6
-
1
3-
8
-
7
3-
1
0
-
1
0-
6
-
1
3-
8
-
7
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.57
0.31
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.17
0.01
0.03
(loc)
9-11
9-11
8
9-11
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 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.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 9-11.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1372/0-5-8 (min. 0-1-12), 8=1372/0-5-8 (min. 0-1-12)
Max Horz12=42(LC 13)
Max Uplift12=-318(LC 14), 8=-254(LC 11)
Max Grav12=1663(LC 30), 8=1663(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-338/573, 2-13=-328/700, 2-14=-1205/127, 3-14=-1149/140, 3-15=-1116/170,
15-16=-1117/170, 4-16=-1122/170, 4-17=-1122/178, 17-18=-1117/179, 5-18=-1116/179,
5-19=-1149/162, 6-19=-1205/149, 6-20=-328/700, 7-20=-338/573
BOT CHORD 1-12=-535/339, 11-12=-535/342, 10-11=-103/1483, 9-10=-103/1483, 8-9=-535/339,
7-8=-535/339
WEBS 2-12=-1562/406, 2-11=-353/1402, 3-11=-261/123, 4-11=-474/107, 4-9=-474/107,
5-9=-261/123, 6-9=-353/1402, 6-8=-1562/406
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Exterior(2) 10-0-0 to 14-0-0,
Interior(1) 14-0-0 to 18-0-0, Exterior(2) 18-0-0 to 22-2-15, Interior(1) 22-2-15 to 28-0-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) except (jt=lb) 12=318,
8=254.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
B0073-20
Truss
A3
Truss Type
Hip
Qty
2
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:26 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-JhtEcNhQ_Hl88_NWe_Nw0HbF3dMFQpSZ1PCMQCzslD?
Scale = 1:45.9
T1
T2
T1
B1
W1
W2 W3
W4 W5 W4
W3 W2
W1
B1
1
2
3
4 5
6
7
8
13 12 11 10 9
14 15
16
17 18
19
20
21
5x6 4x4
2x4
3x8
2x4
4-0-0
4-0-0
4-2-12
0-2-12
12-0-0
7-9-4
16-0-0
4-0-0
23-9-4
7-9-4
24-0-0
0-2-12
28-0-0
4-0-0
4-2-12
4-2-12
8-1-6
3-10-10
12-0-0
3-10-10
16-0-0
4-0-0
19-10-10
3-10-10
23-9-4
3-10-10
28-0-0
4-2-12
0-
6
-
1
4-
4
-
7
4-
6
-
1
0-
6
-
1
4-
4
-
7
4.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-1-12,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.40
0.25
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.02
0.02
(loc)
12-13
12-13
9
10-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 124 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 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1372/0-5-8 (min. 0-2-0), 9=1372/0-5-8 (min. 0-2-0)
Max Horz13=51(LC 13)
Max Uplift13=-318(LC 14), 9=-233(LC 11)
Max Grav13=1858(LC 30), 9=1858(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-368/640, 14-15=-363/651, 2-15=-358/752, 2-16=-296/689, 3-16=-286/704,
3-4=-1095/176, 4-17=-967/195, 17-18=-967/195, 5-18=-967/195, 5-6=-1094/176,
6-19=-285/704, 7-19=-296/689, 7-20=-358/752, 20-21=-363/651, 8-21=-368/640
BOT CHORD 1-13=-598/368, 12-13=-33/860, 11-12=-47/965, 10-11=-47/965, 9-10=-73/860,
8-9=-598/368
WEBS 2-13=-625/179, 3-13=-1822/417, 3-12=-65/290, 6-10=-64/290, 6-9=-1822/417,
7-9=-625/179
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-0-0, Exterior(2) 12-0-0 to 20-2-15,
Interior(1) 20-2-15 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 13=318,
9=233.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
B0073-20
Truss
A4
Truss Type
Common
Qty
7
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-ntRcpjh2lbt_l8yiBiu9ZV8R10eq9DMiG3yvyezslD_
Scale = 1:46.3
T1 T1
B1
W4
W3 W2
W1
W3W2
W1
B2
1
2
3
4
5
6
7
11 10 9 8
12
13
14 15
16
17
3x4
4x4
3x4
3x4 3x8
3x4
3x4
2x4
3x4
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
14-0-0
9-9-4
23-9-4
9-9-4
24-0-0
0-2-12
28-0-0
4-0-0
4-2-12
4-2-12
9-1-6
4-10-10
14-0-0
4-10-10
18-10-10
4-10-10
23-9-4
4-10-10
28-0-0
4-2-12
0-
6
-
1
5-
2
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [4:0-2-0,0-2-8]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.33
0.42
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.22
0.02
0.02
(loc)
8-9
8-9
8
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 118 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 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) 8=1372/0-5-8 (min. 0-1-8), 11=1372/0-5-8 (min. 0-1-8)
Max Horz11=-59(LC 12)
Max Uplift8=-225(LC 11), 11=-318(LC 14)
Max Grav8=1414(LC 19), 11=1414(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-374/387, 2-12=-364/460, 2-13=-298/328, 3-13=-289/461, 3-14=-946/154,
4-14=-883/162, 4-15=-883/162, 5-15=-946/154, 5-16=-289/461, 6-16=-298/328,
6-17=-364/460, 7-17=-374/387
BOT CHORD 1-11=-361/372, 10-11=-57/910, 9-10=-57/910, 8-9=-86/910, 7-8=-361/372
WEBS 5-8=-1526/416, 6-8=-440/191, 3-11=-1526/416, 2-11=-440/191
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0,
Interior(1) 17-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) except (jt=lb) 8=225,
11=318.
7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
B1
Truss Type
Half Hip Girder
Qty
3
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-F4?_12ihWv?rNHXulPQO5ihajQ?4ur9sVjhTT4zslCz
Scale = 1:20.8
T1
T2
W3
B1
W1 W2
W3 W4
1
2
3 4
7
6 5
8 9 103x4
2x4
6x8
3x4
2x4 3x4
4x8
4-0-0
4-0-0
4-2-12
0-2-12
8-0-0
3-9-4
10-0-0
2-0-0
4-2-12
4-2-12
8-0-0
3-9-4
10-0-0
2-0-0
0-
6
-
1
3-
2
-
1
4.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-2-0], [5:Edge,0-4-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.46
0.35
0.29
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.03
0.03
-0.00
-0.02
(loc)
6-7
6-7
5
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 53 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
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 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=52/Mechanical, 7=742/0-5-8 (min. 0-1-8)
Max Horz7=109(LC 7)
Max Uplift5=-351(LC 45), 7=-459(LC 10)
Max Grav5=338(LC 66), 7=1176(LC 69)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-234/900, 2-3=-219/373
BOT CHORD 1-7=-749/237, 7-8=-749/218, 8-9=-749/218, 6-9=-749/218, 6-10=-336/201, 5-10=-336/201
WEBS 2-7=-1038/256, 2-6=-197/649, 3-6=-896/317, 3-5=-318/588
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 5=351,
7=459.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 677 lb up at
6-0-12, and 65 lb down and 184 lb up at 7-0-12, and 59 lb down and 83 lb up at 9-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Continued on page 2
Job
B0073-20
Truss
B1
Truss Type
Half Hip Girder
Qty
3
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:28 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-F4?_12ihWv?rNHXulPQO5ihajQ?4ur9sVjhTT4zslCz
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 8=168(B) 9=-28(B) 10=31(B)
Job
B0073-20
Truss
B1A
Truss Type
Half Hip Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-jGZMEOjJHC7i?R65J7xdewDm9qEzdF6?kNR00XzslCy
Scale = 1:20.6
T1
T2
W9
B1
B2
B3
B4
B5
W4
W6
W5
W7 W8
W1
W3
W2
1
2
3
4
5 6
13
12
11 10
9 8 7
14 152x4
2x4
4x4
3x6
8x10
5x8
2x4
2x4 3x4
5x8
3x6
3x4
2-11-8
2-11-8
4-0-0
1-0-8
4-5-8
0-5-8
5-11-8
1-6-0
8-0-0
2-0-8
10-0-0
2-0-0
2-11-8
2-11-8
4-5-8
1-6-0
5-11-8
1-6-0
8-0-0
2-0-8
10-0-0
2-0-0
0-
6
-
1
3-
2
-
1
1-
0
-
0
4.00 12
Plate Offsets (X,Y)-- [3:0-3-12,0-6-8], [5:0-3-0,0-1-12], [10:0-2-12,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.41
0.82
0.50
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.01
0.01
-0.04
-0.01
(loc)
9
9
7
9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 58 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 *Except*
B2,B4: 2x4 DF Stud/Std, B5: 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 9-10-6 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
3-11-6 oc bracing: 11-12
4-10-9 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=40/Mechanical, 12=754/0-5-8 (min. 0-1-8)
Max Horz12=111(LC 7)
Max Uplift7=-366(LC 45), 12=-465(LC 10)
Max Grav7=333(LC 66), 12=1191(LC 69)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-123/547, 2-3=-462/1853, 3-4=-449/1275, 4-5=-388/1148
BOT CHORD 1-13=-436/127, 11-12=-1225/474, 3-11=-1070/421, 10-11=-1764/493, 4-10=-274/69,
8-15=-251/160, 7-15=-251/160
WEBS 3-10=-494/1205, 5-10=-1140/404, 5-7=-241/445, 2-13=-102/301, 11-13=-300/72,
2-11=-1305/358
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 7=366,
12=465.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 677 lb up at 6-1-4
, and 65 lb down and 184 lb up at 7-0-12, and 59 lb down and 83 lb up at 9-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Job
B0073-20
Truss
B1A
Truss Type
Half Hip Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:30 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-BS7kRkkx2WGZcbhHtqSsA7mxvEaCMiL9y1AZYzzslCx
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-84, 5-6=-84, 1-12=-14, 10-11=-14, 7-9=-14
Concentrated Loads (lb)
Vert: 10=168(B) 14=-28(B) 15=31(B)
Job
B0073-20
Truss
B2
Truss Type
Half Hip
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:30 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-BS7kRkkx2WGZcbhHtqSsA7mxsEl6MlX9y1AZYzzslCx
Scale = 1:18.7
T1
T2
W3
B1
W1 W2
W3 W4
1
2
3 4
7
6 5
8
2x4
2x4
3x4
3x4
2x4
3x4
4x8
4-0-0
4-0-0
4-2-12
0-2-12
7-0-0
2-9-4
8-0-0
1-0-0
4-2-12
4-2-12
7-0-0
2-9-4
8-0-0
1-0-0
0-
6
-
1
2-
1
0
-
1
4.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-2-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.42
0.12
0.29
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
0.00
-0.00
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
240
n/a
PLATES
MT20
Weight: 37 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 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=-64/Mechanical, 7=834/0-5-8 (min. 0-1-8)
Max Horz7=99(LC 11)
Max Uplift5=-170(LC 27), 7=-273(LC 14)
Max Grav5=77(LC 34), 7=1238(LC 27)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-445/672, 2-8=-435/793
BOT CHORD 1-7=-628/448, 6-7=-628/437
WEBS 2-7=-1159/490, 2-6=-368/663, 3-6=-320/272, 3-5=-251/206
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-0 to 7-10-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 5=170,
7=273.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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
B0073-20
Truss
B3
Truss Type
Half Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:31 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-gfh7f4lZpqOQElFTQYz5jLJ4oe6J5AFIBhw74PzslCw
Scale = 1:16.4
T1
T2
W3
B1
W1 W2
W3 W4
1
2
3 4
7
6 5
3x4
2x4
6x8
3x4
2x4
3x4
4x8
4-0-0
4-0-0
4-2-12
0-2-12
6-0-0
1-9-4
8-0-0
2-0-0
4-2-12
4-2-12
6-0-0
1-9-4
8-0-0
2-0-0
0-
6
-
1
2-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [3:0-5-0,0-2-0], [5:Edge,0-4-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.47
0.06
0.39
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.00
-0.00
(loc)
6
6
5
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 41 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=-187/Mechanical, 7=728/0-5-8 (min. 0-1-8)
Max Horz7=83(LC 7)
Max Uplift5=-663(LC 45), 7=-410(LC 10)
Max Grav5=260(LC 54), 7=1097(LC 23)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-186/800, 2-3=-191/538
BOT CHORD 1-7=-644/191, 6-7=-644/177, 5-6=-583/252
WEBS 2-7=-978/328, 2-6=-230/508, 3-6=-881/297, 3-5=-342/887
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 5=663,
7=410.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 46 lb up at 6-0-0
on top chord, and 342 lb down and 838 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Continued on page 2
Job
B0073-20
Truss
B3
Truss Type
Half Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:32 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-8rFVsQlBa7WHsvqf_FUKFYrFY1SYqdVSQLfgdszslCv
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=277(F) 3=-48(F)
Job
B0073-20
Truss
BK1
Truss Type
Blocking Supported
Qty
90
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:34 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-4EMFH6nS6lm?5C_26gWoLzxhIr7nIdiktf8nhkzslCt
Scale: 1"=1'
W1
T1
W1
B1
W2
1 2
4 3
3x4
2x4
2x4
3x4
1-10-8
1-10-8
1-10-8
1-10-8
1-
1
0
-
1
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.01
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 11 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 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=78/1-10-8 (min. 0-1-8), 3=78/1-10-8 (min. 0-1-8)
Max Horz4=-56(LC 8)
Max Uplift4=-47(LC 8), 3=-47(LC 9)
Max Grav4=85(LC 18), 3=85(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 4, 3.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0073-20
Truss
BK2
Truss Type
Blocking Supported
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:35 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-YQwdVSo4s2usjMZEfN21tBTs3FT114xu6JuKDAzslCs
Scale: 1"=1'
W1
T1
W1
B1
W2
1 2
4 3
3x4
2x4
2x4
3x4
1-9-12
1-9-12
1-9-12
1-9-12
1-
1
0
-
1
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.01
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 11 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 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=75/1-9-12 (min. 0-1-8), 3=75/1-9-12 (min. 0-1-8)
Max Horz4=-56(LC 8)
Max Uplift4=-47(LC 8), 3=-47(LC 9)
Max Grav4=83(LC 18), 3=83(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 4, 3.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0073-20
Truss
BK3
Truss Type
Blocking Supported
Qty
16
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:35 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-YQwdVSo4s2usjMZEfN21tBTs3FT214xu6JuKDAzslCs
Scale: 1"=1'
W1
T1
W1
B1
W2
1 2
4 3
3x4
2x4
2x4
3x4
1-9-7
1-9-7
1-9-7
1-9-7
1-
1
0
-
1
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.01
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 11 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 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=73/1-9-7 (min. 0-1-8), 3=73/1-9-7 (min. 0-1-8)
Max Horz4=-56(LC 8)
Max Uplift4=-48(LC 8), 3=-48(LC 9)
Max Grav4=82(LC 18), 3=82(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 4, 3.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0073-20
Truss
BK4
Truss Type
Blocking Supported
Qty
8
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:36 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-0cU0iooidM0jKW8RD5ZGQO01qfpHmX91LzdumdzslCr
Scale: 1"=1'
W1
T1
W1
B1
W2
1 2
4 3
3x4
2x4
2x4
3x4
1-9-0
1-9-0
1-9-0
1-9-0
1-
1
0
-
1
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.01
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 10 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 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=71/1-9-0 (min. 0-1-8), 3=71/1-9-0 (min. 0-1-8)
Max Horz4=-56(LC 10)
Max Uplift4=-48(LC 8), 3=-48(LC 9)
Max Grav4=81(LC 18), 3=81(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 4, 3.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0073-20
Truss
BK5
Truss Type
Blocking Supported
Qty
6
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:37 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-Uo2Ow7pKOf8aygjdno4VycZCM29dV_?BZdNRI3zslCq
Scale: 1"=1'
W1
T1
W1
B1
W2
1 2
4 3
3x4
2x4
2x4
3x4
0-10-8
0-10-8
0-10-8
0-10-8
1-
1
0
-
1
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.08
0.00
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 8 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 2-0-0 oc purlins: 1-2, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=29/0-10-8 (min. 0-1-8), 3=29/0-10-8 (min. 0-1-8)
Max Horz4=-56(LC 10)
Max Uplift4=-81(LC 8), 3=-81(LC 9)
Max Grav4=82(LC 11), 3=82(LC 10)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
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) 4, 3.
11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0073-20
Truss
CJ1
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:38 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-y?cm7Tqy9zGRaqIpLWbkVp5DWSR1EKqKoH6?qVzslCp
Scale = 1:20.2
T1 W3
B1
W1 W2
1
2
3 4
7
6
5
8
9
10
11 123x4
3x4
3x6
3x4
2x4
5-6-14
5-6-14
5-10-12
0-3-14
11-3-0
5-4-4
5-10-12
5-10-12
11-3-0
5-4-4
0-
6
-
1
3-
1
-
1
4
2.83 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.76
0.31
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.03
0.03
-0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
240
n/a
PLATES
MT20
Weight: 43 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 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) 6=-140/Mechanical, 7=1870/0-7-12 (min. 0-2-1)
Max Horz7=114(LC 31)
Max Uplift6=-140(LC 1), 7=-704(LC 6)
Max Grav6=91(LC 12), 7=1905(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-431/1016, 8-9=-435/1048, 2-9=-430/1116, 3-6=-263/51
BOT CHORD 1-11=-991/441, 7-11=-991/441, 7-12=-991/394, 6-12=-991/394
WEBS 2-7=-1766/592, 2-6=-377/1054
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 6=140,
7=704.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 81 lb up at 2-9-8,
129 lb down and 81 lb up at 2-9-8, 323 lb down and 141 lb up at 5-7-7, 323 lb down and 141 lb up at 5-7-7, and 83 lb down and 52 lb
up at 8-5-6, and 83 lb down and 52 lb up at 8-5-6 on top chord, and 2 lb down and 22 lb up at 2-9-8, 2 lb down and 22 lb up at 2-9-8,
18 lb down and 43 lb up at 5-7-7, 18 lb down and 43 lb up at 5-7-7, and 10 lb down and 29 lb up at 8-5-6, and 10 lb down and 29 lb up
at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Continued on page 2
Job
B0073-20
Truss
CJ1
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:38 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-y?cm7Tqy9zGRaqIpLWbkVp5DWSR1EKqKoH6?qVzslCp
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 2=-507(F=-253, B=-253) 7=-15(F=-8, B=-8) 8=-119(F=-60, B=-60) 10=-34(F=-17, B=-17) 12=48(F=24, B=24)
Job
B0073-20
Truss
CJ2
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:39 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-RBA8KprawHOHB_t0uD6z21eNAso6zmvT1xsYMyzslCo
Scale = 1:16.4
T1
W3
B1
W1 W2
1
2
3 4
7
6
5
8 9
103x4
2x4
5x6
3x4
2x4
5-6-14
5-6-14
5-10-12
0-3-14
8-5-1
2-6-5
5-10-12
5-10-12
8-5-1
2-6-5
0-
6
-
1
2-
5
-
1
4
2.83 12
Plate Offsets (X,Y)-- [6:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.83
0.20
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
0.01
-0.00
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
240
n/a
PLATES
MT20
Weight: 31 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 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) 6=-796/Mechanical, 7=2262/0-7-12 (min. 0-2-7)
Max Horz7=87(LC 23)
Max Uplift6=-796(LC 1), 7=-876(LC 6)
Max Grav6=340(LC 6), 7=2266(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-428/1026, 8-9=-433/1058, 2-9=-432/1130
BOT CHORD 1-10=-993/436, 7-10=-993/436, 6-7=-993/398
WEBS 2-7=-2142/768, 2-6=-465/1224
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 6=796,
7=876.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 81 lb up at 2-9-8,
129 lb down and 81 lb up at 2-9-8, and 323 lb down and 141 lb up at 5-7-7, and 323 lb down and 141 lb up at 5-7-7 on top chord, and 2
lb down and 22 lb up at 2-9-8, 2 lb down and 22 lb up at 2-9-8, and 18 lb down and 43 lb up at 5-7-7, and 18 lb down and 43 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 (plf)
Vert: 1-3=-84, 3-4=-84, 1-5=-14
Continued on page 2
Job
B0073-20
Truss
CJ2
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:39 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-RBA8KprawHOHB_t0uD6z21eNAso6zmvT1xsYMyzslCo
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 2=-507(F=-253, B=-253) 7=-15(F=-8, B=-8) 8=-119(F=-60, B=-60)
Job
B0073-20
Truss
J1
Truss Type
Jack-Open
Qty
16
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:40 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-vNkWY9sChaW8p7SCSxdCaEBjVGAgiLbdFbb5vOzslCn
Scale = 1:8.5
T1
B1
1
2
32x4
1-11-11
1-11-11
1-11-11
1-11-11
0-
6
-
1
1-
1
-
1
5
0-
9
-
1
2
1-
1
-
1
5
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.09
0.05
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
1
1
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 6 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-11 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=179/Mechanical, 3=14/Mechanical
Max Horz2=220(LC 1), 3=-220(LC 1)
Max Uplift2=-60(LC 14), 3=-14(LC 10)
Max Grav2=179(LC 1), 3=33(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-247/266
BOT CHORD 1-3=-220/251
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 3.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
J2
Truss Type
Jack-Open
Qty
16
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:41 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-NaHvlVsrSue?RH0O0e8R7SjqUgUERormUFLfRqzslCm
Scale = 1:11.7
T1
B1
1
4
5
2
32x4
3-11-11
3-11-11
3-11-11
3-11-11
0-
6
-
1
1-
9
-
1
5
1-
5
-
1
2
1-
9
-
1
5
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.15
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.01
0.00
(loc)
1
1-3
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 11 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 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=356/Mechanical, 3=27/Mechanical
Max Horz2=507(LC 18), 3=-507(LC 18)
Max Uplift2=-120(LC 14), 3=-27(LC 10)
Max Grav2=372(LC 18), 3=66(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-4=-549/543, 4-5=-543/547, 2-5=-541/594
BOT CHORD 1-3=-507/554
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=120.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
J3
Truss Type
Jack-Open
Qty
12
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:41 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-NaHvlVsrSue?RH0O0e8R7SjrKgViRnVmUFLfRqzslCm
Scale = 1:14.9
T1
B1
W1
1
2
5
6
7
3
42x4
2x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
5-11-11
1-8-15
5-11-11
5-11-11
0-
6
-
1
2-
5
-
1
5
2-
1
-
1
2
2-
5
-
1
5
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.27
0.12
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
4-5
4-5
l/defl
>999
>999
n/a
L/d
240
240
n/a
PLATES
MT20
Weight: 19 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 5-11-11 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) 3=123/Mechanical, 4=-9/Mechanical, 5=465/0-5-8 (min. 0-1-8)
Max Horz3=431(LC 18), 5=-431(LC 18)
Max Uplift3=-31(LC 14), 4=-9(LC 18), 5=-175(LC 14)
Max Grav3=132(LC 18), 4=22(LC 14), 5=504(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-462/461, 6-7=-458/462, 2-7=-452/545, 2-3=-377/446
BOT CHORD 1-5=-431/466
WEBS 2-5=-434/262
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 3, 4 except (jt=lb)
5=175.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
LAY1
Truss Type
Lay-In Gable
Qty
2
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:42 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-rmrHzrtTDCms2RbaaLggffG4h3sWAF5wju4CzGzslCl
Scale = 1:37.2
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
12 11 10 9 8
13
14 15
16
3x4
4x4
3x4
11-11-5
11-11-5
5-11-10
5-11-10
11-11-5
5-11-10
6-
3
-
8
12.65 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.02
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 60 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 11-11-5.
(lb) - Max Horz1=153(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-106(LC 12), 8=-106(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-1 to 3-4-1, Interior(1) 3-4-1 to 5-11-10, Exterior(2) 5-11-10 to 8-11-10,
Interior(1) 8-11-10 to 11-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 1, 7, 11, 9 except
(jt=lb) 12=106, 8=106.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M1
Truss Type
Monopitch
Qty
24
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:43 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-JyPfABu5_VujgbAn73BvCtoBjTA3vgV3yYqmVjzslCk
Scale = 1:22.9
T1 W4
B1
W1
W2 W3
1
2
3
4
6
5
7
8
2x4
2x4
3x4
2x4
3x4
3x4
4-0-0
4-0-0
4-2-12
0-2-12
10-0-0
5-9-4
4-2-12
4-2-12
6-11-10
2-8-14
10-0-0
3-0-6
0-
6
-
1
3-
1
0
-
1
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.28
0.13
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.00
-0.02
(loc)
5-6
5-6
5
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=120/Mechanical, 6=846/0-5-8 (min. 0-1-8)
Max Horz6=136(LC 13)
Max Uplift5=-49(LC 11), 6=-254(LC 14)
Max Grav5=190(LC 18), 6=900(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-446/451, 2-7=-435/521, 2-8=-367/405, 3-8=-365/480
BOT CHORD 1-6=-422/446
WEBS 2-6=-378/198, 3-6=-614/365
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 5 except (jt=lb) 6=254.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M2
Truss Type
Monopitch
Qty
4
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:44 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-n9z1OXvjlp0aIllzhmi8l4LKjtQCe3vDACZJ29zslCj
Scale = 1:23.6
T1 W4
B1
B2 B3 B4
B5
W1
W3
W2
1
2
3
4
9
8 7
6 5
10
11
12
2x4
3x4 3x6
4x4
4x6
3x4
2x4
5x8
3x4
4-0-0
4-0-0
4-5-8
0-5-8
5-11-8
1-6-0
10-0-0
4-0-8
4-5-8
4-5-8
5-11-8
1-6-0
10-0-0
4-0-8
0-
6
-
1
3-
1
0
-
1
1-
0
-
0
4.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:0-1-12,0-1-8], [7:0-2-4,0-2-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.39
0.52
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.01
-0.04
-0.00
(loc)
5-6
5-6
5
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 49 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 *Except*
B4: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 9-8-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=107/Mechanical, 9=859/0-5-8 (min. 0-1-8)
Max Horz9=136(LC 13)
Max Uplift5=-49(LC 11), 9=-259(LC 14)
Max Grav5=176(LC 18), 9=914(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-423/445, 2-10=-413/530, 2-11=-466/260, 3-11=-465/303, 3-12=-344/132,
4-12=-335/203
BOT CHORD 1-9=-416/413, 8-9=-887/473, 2-8=-733/370, 7-8=-999/1024, 3-7=-320/130
WEBS 2-7=-516/823, 4-7=-256/445
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 5 except (jt=lb) 9=259.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M3
Truss Type
Jack-Closed
Qty
18
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:45 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-FLXPbtvLW78RwvK9FUDNHIuXlHtbNYmMPsJsabzslCi
Scale = 1:20.1
T1 W3
B1
W1 W2
1
2
3
5
4
6
7
2x4
2x4
3x4
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
8-0-0
3-9-4
4-2-12
4-2-12
8-0-0
3-9-4
0-
6
-
1
3-
2
-
1
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.31
0.13
0.20
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 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 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) 4=-64/Mechanical, 5=834/0-5-8 (min. 0-1-8)
Max Horz5=110(LC 13)
Max Uplift4=-79(LC 22), 5=-271(LC 14)
Max Grav4=57(LC 14), 5=881(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-453/436, 6-7=-443/501, 2-7=-443/514
BOT CHORD 1-5=-407/454, 4-5=-407/446
WEBS 2-5=-805/515, 2-4=-426/446
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 4 except (jt=lb) 5=271.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M4
Truss Type
Monopitch
Qty
8
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:46 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-jX5noCwzHQHIX2vMpBkcqVQhyh7w6_GVeW2Q62zslCh
Scale = 1:18.1
T1 W4
B1
B2
B3 B4
B5
W1
W3
W2
1
2
3
4
9
8 7
6 5
10
11
12
2x4
3x4
3x6
6x8
5x8
2x4
2x4
3x4
4-0-0
4-0-0
5-6-0
1-6-0
7-6-0
2-0-0
4-0-0
4-0-0
5-6-0
1-6-0
7-6-0
2-0-0
0-
6
-
1
3-
0
-
1
1-
0
-
0
4.00 12
Plate Offsets (X,Y)-- [2:0-3-12,0-5-8], [7:0-3-0,0-2-0], [8:0-0-0,0-1-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.34
0.44
0.31
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.00
0.00
-0.04
-0.00
(loc)
7-8
7-8
5
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 35 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 *Except*
B4: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 7-6-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=-36/Mechanical, 9=757/0-5-8 (min. 0-1-8)
Max Horz9=103(LC 11)
Max Uplift5=-56(LC 22), 9=-244(LC 14)
Max Grav5=51(LC 16), 9=798(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-387/435, 10-11=-377/451, 2-11=-376/463, 2-12=-376/238, 3-12=-375/281,
3-4=-272/203
BOT CHORD 1-9=-356/377, 8-9=-777/500, 2-8=-643/393, 7-8=-928/1012
WEBS 2-7=-579/699, 4-7=-260/413
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 5 except (jt=lb) 9=244.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M5
Truss Type
Monopitch
Qty
2
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:46 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-jX5noCwzHQHIX2vMpBkcqVQiohCs6?sVeW2Q62zslCh
Scale = 1:19.1
T1 W3
B1
W1 W2
1
2
3
5
4
6
7
2x4
2x4
3x4
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
7-6-0
3-3-4
4-2-12
4-2-12
7-6-0
3-3-4
0-
6
-
1
3-
0
-
1
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.29
0.12
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 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 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) 4=-127/Mechanical, 5=848/0-5-8 (min. 0-1-8)
Max Horz5=103(LC 13)
Max Uplift4=-127(LC 1), 5=-282(LC 14)
Max Grav4=76(LC 14), 5=894(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-455/445, 6-7=-448/497, 2-7=-445/523
BOT CHORD 1-5=-416/458, 4-5=-416/447
WEBS 2-5=-820/544, 2-4=-443/468
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 4=127,
5=282.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0073-20
Truss
M6
Truss Type
Monopitch
Qty
10
Ply
1 Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Jan 22 15:31:47 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Walter Grasmick ID:r0IHsSy6KFSDgQv_X8yNQkzslPZ-CkfA0Yxb2kP99CUYMvFrMjzsc4Y6rS3fsAozeUzslCg
Scale = 1:18.9
T1 W3
B1
W1 W2
1
2
3
5
4
6
7
2x4
2x4
3x4
3x4
2x4
4-0-0
4-0-0
4-2-12
0-2-12
7-4-8
3-1-12
4-2-12
4-2-12
7-4-8
3-1-12
0-
6
-
1
2-
1
1
-
9
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.29
0.12
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 30 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 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) 4=-145/Mechanical, 5=854/0-5-8 (min. 0-1-8)
Max Horz5=102(LC 11)
Max Uplift4=-145(LC 1), 5=-285(LC 14)
Max Grav4=81(LC 14), 5=899(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-456/447, 6-7=-448/487, 2-7=-446/526
BOT CHORD 1-5=-418/458, 4-5=-418/448
WEBS 2-5=-825/553, 2-4=-449/474
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-2-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 4=145,
5=285.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard