HomeMy WebLinkAboutTRUSS SPECS - 20-00089 - 1289 Stone Dr - New SFRJob
B0404-20
Truss
A1GD
Truss Type
Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:52 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-oTmS3ug5V48Hm6M7zRQWB?yRCrIOUS6_MeF1cPzZJlz
Scale = 1:65.9
T1
T2
T1
B1
W1 W2
W3 W4 W5 W4 W5 W4 W5 W4 W3
W2 W1
T3
B1B21
2
3 4 5 6 7
8
9
18 17 16 15 14 13 12 11 10
19 20 21 22
23 24 25 26 27 28 29 30
31 32 33 34 35 36 37 38
4x12
5x6
4x12 4x8 M18SHS
3x4
2x4 4x8
3x8
2x4
4x8
2x4 5x8
2x4 4x8
3x4
2x4
5x6
4x8 M18SHS
5-6-6
5-6-6
9-9-0
4-2-10
14-5-2
4-8-2
19-3-0
4-9-14
24-0-14
4-9-14
28-9-0
4-8-2
32-11-10
4-2-10
38-6-0
5-6-6
5-6-6
5-6-6
9-9-0
4-2-10
14-5-2
4-8-2
19-3-0
4-9-14
24-0-14
4-9-14
28-9-0
4-8-2
32-11-10
4-2-10
38-6-0
5-6-6
0-
3
-
1
5
3-
5
-
4
3-
6
-
1
5
0-
3
-
1
5
3-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-1-6,0-0-1], [6:0-4-0,0-3-0], [9:0-1-6,0-0-1]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.74
0.77
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.78
-1.11
0.21
0.27
(loc)
14
14
9
14
l/defl
>588
>414
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 396 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except
2-0-0 oc purlins (3-2-14 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=4234/Mechanical, 9=4362/Mechanical
Max Horz1=-30(LC 23)
Max Uplift1=-382(LC 8), 9=-395(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-11820/1077, 2-3=-10665/988, 3-19=-9984/940, 19-20=-9985/940, 4-20=-9987/940,
4-5=-13541/1262, 5-6=-13541/1262, 6-21=-10012/943, 21-22=-10010/943, 7-22=-10010/943,
7-8=-10692/991, 8-9=-11837/1079
BOT CHORD 1-23=-996/11161, 23-24=-996/11161, 18-24=-996/11161, 18-25=-996/11161,
17-25=-996/11161, 17-26=-1118/12711, 26-27=-1118/12711, 16-27=-1118/12711,
15-16=-1118/12711, 15-28=-1118/12711, 14-28=-1118/12711, 14-29=-1121/12734,
29-30=-1121/12734, 13-30=-1121/12734, 13-31=-1121/12734, 12-31=-1121/12734,
12-32=-1121/12734, 32-33=-1121/12734, 11-33=-1121/12734, 11-34=-998/11177,
34-35=-998/11177, 10-35=-998/11177, 10-36=-998/11177, 36-37=-998/11177,
37-38=-998/11177, 9-38=-998/11177
WEBS 2-18=-24/525, 2-17=-1152/125, 3-17=-247/2941, 4-17=-3392/294, 4-16=-29/660,
4-14=-99/1140, 5-14=-406/69, 6-14=-96/1113, 6-12=-31/672, 6-11=-3389/294,
7-11=-248/2950, 8-11=-1142/124, 8-10=-23/517
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 0-9-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 1 and 395 lb uplift at
joint 9.
Continued on page 2
Job
B0404-20
Truss
A1GD
Truss Type
Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:53 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-GfKrGDhkGOG8OGxKX9xlkCUcyEedDvL7bI_a8szZJly
NOTES-
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down and 37 lb up at 1-9-4, 246 lb down and 37 lb up at 3-9-4, 246
lb down and 37 lb up at 5-9-4, 246 lb down and 37 lb up at 7-9-4, 246 lb down and 37 lb up at 9-9-4, 246 lb down and 37 lb up at 11-9-4, 246 lb down and 37 lb up at 13-9-4
, 246 lb down and 37 lb up at 15-9-4, 246 lb down and 37 lb up at 17-9-4, 246 lb down and 37 lb up at 19-9-4, 246 lb down and 37 lb up at 21-9-4, 246 lb down and 37 lb up
at 23-9-4, 246 lb down and 37 lb up at 25-9-4, 246 lb down and 37 lb up at 27-9-4, 246 lb down and 37 lb up at 29-9-4, 246 lb down and 37 lb up at 31-9-4, 246 lb down and
37 lb up at 33-9-4, and 246 lb down and 37 lb up at 35-9-4, and 249 lb down and 34 lb up at 37-9-4 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-7=-86, 7-9=-86, 1-9=-16
Concentrated Loads (lb)
Vert: 15=-246(B) 18=-246(B) 17=-246(B) 23=-246(B) 24=-246(B) 25=-246(B) 26=-246(B) 27=-246(B) 28=-246(B) 29=-246(B) 30=-246(B) 31=-246(B) 32=-246(B)
33=-246(B) 34=-246(B) 35=-246(B) 36=-246(B) 37=-246(B) 38=-249(B)
Job
B0404-20
Truss
A2
Truss Type
Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:54 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-ksuDUZhM1hO??QWW5sS_HQ1oGey_yNuGpyk8gIzZJlx
Scale = 1:64.9
T1
T2
T1
B1
W1 W2
W3 W4 W5 W4 W3
W2 W1
B1B21
2
3 4 5
6
7
14 13 12 11 10 9 8
15
16
17 18 19 20
21
22
3x8
5x10 MT20HS 5x10 MT20HS
3x8
3x8 M18SHS
3x4
2x4 3x8 2x4
3x8
3x8
3x4
2x4 3x8 M18SHS
6-9-6
6-9-6
12-9-0
5-11-10
19-3-0
6-6-0
25-9-0
6-6-0
31-8-10
5-11-10
38-6-0
6-9-6
6-9-6
6-9-6
12-9-0
5-11-10
19-3-0
6-6-0
25-9-0
6-6-0
31-8-10
5-11-10
38-6-0
6-9-6
0-
3
-
1
5
4-
5
-
4
4-
6
-
1
5
0-
3
-
1
5
4-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-0-2,Edge], [7:0-0-2,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.70
0.89
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.56
-0.82
0.26
0.18
(loc)
11
11-13
7
11
l/defl
>823
>562
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 164 lb FT = 0%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E *Except*
T2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, except
2-0-0 oc purlins (2-10-11 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing.
WEBS 1 Row at midpt 4-13, 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1957/Mechanical, 7=1957/Mechanical
Max Horz1=40(LC 11)
Max Uplift1=-111(LC 12), 7=-111(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-5223/562, 2-15=-5116/571, 2-16=-4318/491, 3-16=-4304/506, 3-17=-4006/505,
17-18=-4008/505, 4-18=-4011/504, 4-19=-4011/504, 19-20=-4008/505, 5-20=-4006/505,
5-21=-4304/506, 6-21=-4318/491, 6-22=-5116/571, 7-22=-5223/562
BOT CHORD 1-14=-511/4862, 13-14=-511/4862, 12-13=-442/4605, 11-12=-442/4605, 10-11=-442/4605,
9-10=-442/4605, 8-9=-506/4862, 7-8=-506/4862
WEBS 2-13=-909/126, 3-13=-34/803, 4-13=-993/89, 4-9=-993/89, 5-9=-34/803, 6-9=-909/126
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 12-9-0, Exterior(2) 12-9-0 to 18-2-5,
Interior(1) 18-2-5 to 25-9-0, Exterior(2) 25-9-0 to 31-2-5, Interior(1) 31-2-5 to 38-5-4 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
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 111 lb uplift at joint 1 and 111 lb uplift at joint
7.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0404-20
Truss
A3
Truss Type
Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:55 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-C2Sbhvi_o?WsdZ5ieazDpdayA2IDhriQ2cThCkzZJlw
Scale = 1:66.1
T2
T3
T2
B1
W1
W2 W3
W4 W5 W4
W3 W2
W1T1 T1
B1B21
2
3
4 5
6
7
8
14 13 12 11
10 9
15
16
17 18
19
20
5x10 MT20HS 5x10 MT20HS
3x8
3x8 M18SHS3x4
5x6
3x4
3x8
3x4
3x4
3x4
5x6
3x8
3x8 M18SHS
8-3-6
8-3-6
15-9-0
7-5-10
22-9-0
7-0-0
30-2-10
7-5-10
38-6-0
8-3-6
5-9-8
5-9-8
10-9-4
4-11-12
15-9-0
4-11-12
22-9-0
7-0-0
27-8-12
4-11-12
32-8-8
4-11-12
38-6-0
5-9-8
0-
3
-
1
5
5-
5
-
4
5-
6
-
1
5
0-
3
-
1
5
5-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-0-2,Edge], [2:0-3-0,0-3-0], [5:0-5-0,0-1-12], [7:0-3-0,0-3-0], [8:0-0-2,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.75
0.89
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.52
-0.79
0.24
0.17
(loc)
11-12
11-12
8
11-12
l/defl
>882
>585
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 167 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
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (2-10-1 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing.
WEBS 1 Row at midpt 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1957/Mechanical, 8=1957/Mechanical
Max Horz1=49(LC 11)
Max Uplift1=-111(LC 12), 8=-111(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-5275/549, 2-15=-5168/556, 2-16=-4829/512, 3-16=-4692/513, 3-4=-3798/462,
4-17=-3549/464, 17-18=-3549/464, 5-18=-3549/464, 5-6=-3797/463, 6-19=-4692/513,
7-19=-4829/512, 7-20=-5168/556, 8-20=-5275/549
BOT CHORD 1-14=-499/4923, 13-14=-423/4199, 12-13=-423/4199, 11-12=-323/3548, 10-11=-419/4199,
9-10=-419/4199, 8-9=-495/4923
WEBS 2-14=-530/125, 3-14=-15/564, 3-12=-802/120, 4-12=-11/590, 5-12=-398/399, 5-11=-12/595,
6-11=-802/120, 6-9=-15/565, 7-9=-530/125
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 15-9-0, Exterior(2) 15-9-0 to 21-2-5,
Interior(1) 21-2-5 to 22-9-0, Exterior(2) 22-9-0 to 28-2-5, Interior(1) 28-2-5 to 38-5-4 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
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 111 lb uplift at joint 1 and 111 lb uplift at joint
8.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0404-20
Truss
A4
Truss Type
Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:57 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-8QZL6bkEKcnastF5m??hu2fIqsy39nRjWwyoHdzZJlu
Scale = 1:66.1
T2
T3
T2
B1
W1
W2
W3 W4
W5
W4 W3
W2
W1T1 T1
B1B2SB1 SB2
1
2
3
4 5
6
7
8
14 13 12 11
10 9
15
16
17
18
5x6 5x6
3x8
5x6 WB3x4
5x6
3x4
3x8
3x4
3x4
3x4
5x6
3x8
5x6 WB
9-9-6
9-9-6
18-9-0
8-11-10
19-9-0
1-0-0
28-8-10
8-11-10
38-6-0
9-9-6
6-9-8
6-9-8
12-9-4
5-11-12
18-9-0
5-11-12
19-9-0
1-0-0
25-8-12
5-11-12
31-8-8
5-11-12
38-6-0
6-9-8
0-
3
-
1
5
6-
5
-
4
6-
6
-
1
5
0-
3
-
1
5
6-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-0-2,Edge], [2:0-3-0,0-3-4], [5:0-3-0,0-1-12], [7:0-3-0,0-3-4], [8:0-0-2,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.74
0.93
0.33
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.49
-0.76
0.24
0.16
(loc)
11
9-11
8
11
l/defl
>936
>606
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 176 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins, except
2-0-0 oc purlins (3-4-15 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 3-12, 6-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1957/Mechanical, 8=1957/Mechanical
Max Horz1=59(LC 11)
Max Uplift1=-111(LC 12), 8=-111(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-5162/491, 2-15=-5074/501, 2-3=-4634/437, 3-16=-3321/358, 4-16=-3306/373,
4-5=-3070/379, 5-17=-3300/373, 6-17=-3314/357, 6-7=-4636/437, 7-18=-5074/501,
8-18=-5163/491
BOT CHORD 1-14=-428/4827, 13-14=-338/3929, 12-13=-338/3929, 11-12=-213/3061, 10-11=-333/3930,
9-10=-333/3930, 8-9=-429/4827
WEBS 2-14=-650/142, 3-14=-8/690, 3-12=-1070/147, 4-12=-84/706, 5-12=-440/502, 5-11=-47/685,
6-11=-1077/148, 6-9=-8/692, 7-9=-648/142
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 18-9-0, Exterior(2) 18-9-0 to 25-2-5,
Interior(1) 25-2-5 to 38-5-4 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
3) Provide adequate drainage to prevent water ponding.
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 111 lb uplift at joint 1 and 111 lb uplift at joint
8.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) 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
B0404-20
Truss
A5
Truss Type
Common
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:58 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-dd7kKxls5wvRU1qHKiXwRGCT1FLEuCsskaiLp3zZJlt
Scale = 1:62.5
T2 T3
B1
W1
W2 W3
W4 W5
W6
W7
W8
W9T1 T4
B1B21
2
3
4
5
6
7
8 9
10
16
15 14 13 12 11
17
18 19
20
3x6
5x6
3x6
3x6
3x6
3x4
2x4
3x8
4x4
3x4
3x8
3x4
3x4
2x4
3x6
4x6
7-8-8
7-8-8
8-2-12
0-6-4
13-8-14
5-6-2
19-3-0
5-6-2
28-5-10
9-2-10
38-6-0
10-0-6
4-6-4
4-6-4
8-2-12
3-8-8
13-8-14
5-6-2
19-3-0
5-6-2
25-4-12
6-1-12
31-6-8
6-1-12
38-6-0
6-11-8
0-
3
-
1
5
6-
8
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [4:0-2-8,0-1-8], [10:0-1-6,Edge], [15:0-1-12,0-1-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.71
0.74
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.47
0.06
0.08
(loc)
10-11
10-11
10
10-11
l/defl
>999
>766
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 169 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 *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-8-9 oc bracing.
WEBS 1 Row at midpt 7-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 8-0-0 except (jt=length) 10=Mechanical.
(lb) - Max Horz1=61(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 10 except 1=-215(LC 22), 16=-147(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1 except 16=2563(LC 1), 16=2563(LC 1), 16=2563(LC 1), 10=1412(LC
1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-53/879, 2-17=-43/898, 2-3=-117/1321, 3-4=-107/1417, 4-5=-980/129,
5-18=-1484/181, 6-18=-1349/195, 6-19=-1412/198, 7-19=-1496/187, 7-8=-2821/264,
8-9=-2910/249, 9-20=-3395/336, 10-20=-3483/327
BOT CHORD 1-16=-832/65, 15-16=-1291/165, 14-15=-28/860, 13-14=-28/860, 12-13=-151/2267,
11-12=-151/2267, 10-11=-273/3238
WEBS 2-16=-587/127, 4-16=-2211/239, 4-15=-205/2407, 5-15=-1029/128, 5-13=-34/693,
6-13=-1/384, 7-13=-1164/142, 7-11=-8/714, 9-11=-690/151
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-3, Interior(1) 3-10-3 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3,
Interior(1) 23-1-3 to 38-5-4 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
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)
1=215, 16=147.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
A6
Truss Type
Common
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:17:59 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-5ph6XHlUsE1I6BOUtP29zTkfzfhddef0zERvLVzZJls
Scale = 1:64.7
T2 T3
B1
W1
W2 W3
W4 W5
W6
W7
W8
W9T1
T4
B1B212
3
4
5
6
7
8
9 10
11
17 16 15 14 13 12
18
19 20
21
3x6
5x6
3x6
3x6
3x6 3x4
2x4
4x6
4x4
3x4
3x8
3x4
3x4
2x4
3x6
3x6
8-0-0
8-0-0
8-2-12
0-2-12
13-8-14
5-6-2
19-3-0
5-6-2
28-5-10
9-2-10
38-6-0
10-0-6
-1-6-0
1-6-0
4-6-4
4-6-4
8-2-12
3-8-8
13-8-14
5-6-2
19-3-0
5-6-2
25-4-12
6-1-12
31-6-8
6-1-12
38-6-0
6-11-8
0-
3
-
1
5
6-
8
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [11:0-1-6,Edge], [16:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.70
0.73
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.47
0.07
0.08
(loc)
11-12
11-12
11
11-12
l/defl
>999
>775
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 172 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 *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing.
WEBS 1 Row at midpt 8-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 17=2667/0-5-8 (min. 0-2-14), 11=1387/Mechanical
Max Horz17=66(LC 11)
Max Uplift17=-339(LC 12), 11=-51(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-558/1100, 3-18=-553/1166, 3-4=-676/1615, 4-5=-666/1711, 5-6=-840/13,
6-19=-1406/79, 7-19=-1271/93, 7-20=-1334/99, 8-20=-1417/89, 8-9=-2743/166,
9-10=-2833/151, 10-21=-3318/238, 11-21=-3407/229
BOT CHORD 2-17=-1041/567, 16-17=-1570/700, 15-16=0/753, 14-15=0/753, 13-14=-51/2193,
12-13=-51/2193, 11-12=-180/3165
WEBS 3-17=-565/165, 5-17=-2333/433, 5-16=-473/2563, 6-16=-1097/279, 6-14=-205/702,
7-14=0/453, 8-14=-1163/143, 8-12=-8/715, 10-12=-691/153
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-9 to 2-3-10, Interior(1) 2-3-10 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3,
Interior(1) 23-1-3 to 38-5-4 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
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb)
17=339.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
A7
Truss Type
Common
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:00 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-Z?FUldm7dX98jLzgR7ZOWhHrr32DM5y9CuBSuyzZJlr
Scale = 1:65.4
T2 T3
B1
W1
W2 W3
W4 W5
W6
W7
W8
W9T1 T4
B1B212
3
4
5
6
7
8
9 10
11 12
18 17 16 15 14 13
19
20 21
22
3x6
5x6
3x6
3x6
3x6 3x4
2x4
4x6
4x4
3x4
3x8
3x4
3x4
2x4
3x6
3x6
8-0-0
8-0-0
8-2-12
0-2-12
13-8-14
5-6-2
19-3-0
5-6-2
28-5-10
9-2-10
38-6-0
10-0-6
-1-6-0
1-6-0
4-6-4
4-6-4
8-2-12
3-8-8
13-8-14
5-6-2
19-3-0
5-6-2
25-4-12
6-1-12
31-6-8
6-1-12
38-6-0
6-11-8
40-0-0
1-6-0
0-
3
-
1
5
6-
8
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [17:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.57
0.64
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.39
0.07
0.06
(loc)
11-13
11-13
11
11-13
l/defl
>999
>919
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 174 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 *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing.
WEBS 1 Row at midpt 8-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 18=2655/0-5-8 (min. 0-2-13), 11=1535/0-5-8 (min. 0-1-10)
Max Horz18=-66(LC 10)
Max Uplift18=-337(LC 12), 11=-98(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-558/1099, 3-19=-553/1165, 3-4=-676/1615, 4-5=-666/1711, 5-6=-825/12,
6-20=-1385/71, 7-20=-1250/84, 7-21=-1312/91, 8-21=-1397/76, 8-9=-2657/128,
9-10=-2744/113, 10-22=-3212/184, 11-22=-3297/168
BOT CHORD 2-18=-1041/567, 17-18=-1570/709, 16-17=0/739, 15-16=0/739, 14-15=-12/2145,
13-14=-12/2145, 11-13=-103/3032
WEBS 3-18=-565/165, 5-18=-2320/432, 5-17=-472/2547, 6-17=-1091/278, 6-15=-204/695,
7-15=0/442, 8-15=-1129/140, 8-13=0/655, 10-13=-628/126
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-9 to 2-3-10, Interior(1) 2-3-10 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3,
Interior(1) 23-1-3 to 40-0-9 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
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) 11 except (jt=lb)
18=337.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
B1
Truss Type
Common
Qty
4
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:00 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-Z?FUldm7dX98jLzgR7ZOWhHl?34NM5H9CuBSuyzZJlr
Scale = 1:44.0
T1
T2
B1
W3
W4 W5
W6
W1
W2
T3
B2
1
2
3
4
5
6
7
11
10 9 8
1213 14
15
16 17
3x4
5x6
3x4
3x4 3x4
3x4
3x4
2x4
4x4 3x6
8-2-15
8-2-15
16-2-5
7-11-7
24-11-8
8-9-3
5-8-8
5-8-8
11-10-4
6-1-12
18-0-0
6-1-12
24-11-8
6-11-8
26-5-8
1-6-0
4-
1
0
-
2
6-
8
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [11:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.94
0.57
0.57
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.29
0.06
0.05
(loc)
6-8
6-8
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 117 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 3-3-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 11=1248/0-5-8 (min. 0-1-8), 6=1412/0-5-8 (min. 0-1-8)
Max Horz11=-146(LC 10)
Max Uplift11=-71(LC 12), 6=-116(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=-1260/168, 3-14=-1346/153, 3-4=-2474/205, 4-5=-2561/190, 5-15=-2854/226,
6-15=-2942/209, 1-11=-258/77
BOT CHORD 11-16=0/869, 16-17=0/869, 10-17=0/869, 9-10=-69/1784, 8-9=-69/1784, 6-8=-145/2695
WEBS 2-10=-29/926, 3-10=-948/131, 3-8=-27/802, 5-8=-546/112, 2-11=-1256/168
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-8, Exterior(2) 5-8-8 to 8-8-8,
Interior(1) 8-8-8 to 26-6-1 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
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, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb)
6=116.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
B2
Truss Type
Common
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:02 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-VONE9IoN99Psze72ZYbsb6M5Vtlnq_gSfCgZyqzZJlp
Scale = 1:43.2
T1
T2
B1
W3
W4 W5
W6
W1
W2
T3
B2
1
2
3
4
5
6
10 9 8 7
11 12 13
14
15 16
3x4
5x6
3x4
3x4 3x4
3x4
3x4
2x4
4x4
3x6
8-2-15
8-2-15
16-2-5
7-11-7
24-11-8
8-9-3
5-8-8
5-8-8
11-10-4
6-1-12
18-0-0
6-1-12
24-11-8
6-11-8
4-
1
0
-
2
6-
8
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [10:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.94
0.64
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.32
0.06
0.06
(loc)
6-7
6-7
6
6-7
l/defl
>999
>909
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 115 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 3-0-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=1254/0-5-8 (min. 0-1-8), 6=1254/0-5-8 (min. 0-1-8)
Max Horz10=-141(LC 10)
Max Uplift10=-73(LC 12), 6=-69(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1267/174, 3-13=-1353/166, 3-4=-2516/241, 4-5=-2604/226, 5-14=-2906/269,
6-14=-2991/258, 1-10=-258/76
BOT CHORD 10-15=-7/873, 15-16=-7/873, 9-16=-7/873, 8-9=-101/1798, 7-8=-101/1798, 6-7=-210/2745
WEBS 2-9=-34/932, 3-9=-960/132, 3-7=-42/837, 5-7=-564/124, 2-10=-1262/169
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-8, Exterior(2) 5-8-8 to 8-8-8,
Interior(1) 8-8-8 to 24-8-12 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
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, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
B3
Truss Type
Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:03 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-zaxdNeo?wSXjaoiF6F658JvHyG4RZQ_busP6UHzZJlo
Scale = 1:42.8
T1
T2
T3
B1
W3 W4 W3 W5
W6
W7
W1
W2
T4
B2
1
2 3
4
5
6
11 10 9
8 7
12
13
14
15
4x6
5x6
2x4 3x4 3x8 3x4
3x4
3x4
5x6
4x4
3x6
5-2-8
5-2-8
6-2-8
1-0-0
15-2-2
8-11-10
24-11-8
9-9-6
5-2-8
5-2-8
6-2-8
1-0-0
12-2-4
5-11-12
18-2-0
5-11-12
24-11-8
6-9-8
4-
1
0
-
2
6-
5
-
4
6-
6
-
1
5
0-
3
-
1
5
6-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [3:0-3-0,0-1-12], [5:0-3-0,0-3-0], [6:0-1-6,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.90
0.67
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.40
0.06
0.07
(loc)
6-7
6-7
6
6-7
l/defl
>999
>738
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 130 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 2-9-7 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 11=1262/0-5-8 (min. 0-1-8), 6=1262/Mechanical
Max Horz11=-139(LC 10)
Max Uplift11=-73(LC 12), 6=-69(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-939/143, 12-13=-877/149, 2-13=-860/155, 2-3=-835/168, 3-14=-1037/163,
4-14=-1118/149, 4-5=-2487/226, 5-15=-2965/288, 6-15=-3048/278, 1-11=-1218/176
BOT CHORD 9-10=-13/970, 8-9=-114/1873, 7-8=-114/1873, 6-7=-228/2808
WEBS 2-10=-270/300, 3-10=-909/92, 3-9=-26/735, 4-9=-1101/140, 4-7=-6/711, 5-7=-664/138,
1-10=-136/1094
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-2-8, Exterior(2) 5-2-8 to 10-5-7,
Interior(1) 10-5-7 to 24-10-12 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
3) Provide adequate drainage to prevent water ponding.
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) 11, 6.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
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
B0404-20
Truss
B4
Truss Type
Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:04 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-RnU?a_pdgmfaCyHRgzdKgXSRYgODIval7W9g1jzZJln
Scale = 1:42.0
T1 T2
T3
B1
W3 W4 W3
W5
W6
W1
W2 T4
B2
1
2 3
4
5
6
11 10 9 8 7
12 13
14
15
5x10 MT20HS 4x8 M18SHS
3x4
2x4 4x4 3x4 3x8
3x4
2x4
3x4
3x6
2-2-8
2-2-8
9-2-8
7-0-0
16-8-2
7-5-10
24-11-8
8-3-6
2-2-8
2-2-8
9-2-8
7-0-0
16-8-2
7-5-10
24-11-8
8-3-6
4-
1
0
-
2
5-
5
-
4
5-
6
-
1
5
0-
3
-
1
5
5-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [2:0-5-0,0-1-12], [6:0-1-6,Edge], [9:0-2-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.90
0.76
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.39
0.07
0.08
(loc)
6-7
6-7
6
6-7
l/defl
>999
>752
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 120 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
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-11-5 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-11.
WEBS 1 Row at midpt 5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 11=1262/0-5-8 (min. 0-1-8), 6=1262/Mechanical
Max Horz11=-131(LC 10)
Max Uplift11=-81(LC 8), 6=-69(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-493/114, 2-12=-1489/207, 12-13=-1489/207, 3-13=-1489/207, 3-14=-1560/195,
4-14=-1579/185, 4-5=-1668/178, 5-15=-2852/264, 6-15=-2955/250, 1-11=-1266/152
BOT CHORD 9-10=0/518, 8-9=-198/2701, 7-8=-198/2701, 6-7=-198/2701
WEBS 2-10=-1067/222, 2-9=-167/1214, 5-9=-1301/142, 5-7=0/304, 1-10=-166/1257
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-5-7, Interior(1) 6-5-7 to 9-2-8, Exterior(2) 9-2-8 to 13-5-7,
Interior(1) 13-5-7 to 24-10-12 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
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 11, 6.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0404-20
Truss
B5
Truss Type
Half Hip
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:05 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-vz2NoKqFR4nRq6sdEg9ZDk_bn4lM1KhuLAuDZ9zZJlm
Scale = 1:41.9
W1
T1
T2
B1
W2
W1 W2
W3
W4 W5
B2
1 2 3
4
5
10 9 8 7 6
11 12
13
14
3x4
3x4 4x6
3x6 3x4
3x8
2x4 3x8
3x4
2x4
6-3-0
6-3-0
12-2-8
5-11-8
18-2-2
5-11-10
24-11-8
6-9-6
6-3-0
6-3-0
12-2-8
5-11-8
18-2-2
5-11-10
24-11-8
6-9-6
4-
5
-
4
4-
6
-
1
5
0-
3
-
1
5
4-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [5:0-1-6,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
1.00
0.64
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.27
0.08
0.06
(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: 114 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 2-11-1 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-6-9 max.): 1-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=1262/0-5-8 (min. 0-1-8), 5=1262/Mechanical
Max Horz10=-114(LC 10)
Max Uplift10=-122(LC 8), 5=-70(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-1928/236, 3-12=-1925/237, 3-13=-2028/233, 4-13=-2111/219, 4-14=-3018/287,
5-14=-3103/277
BOT CHORD 9-10=-90/1475, 8-9=-90/1475, 7-8=-90/1475, 6-7=-228/2856, 5-6=-228/2856
WEBS 2-10=-1710/202, 2-7=-98/545, 4-7=-995/121
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-2-8, Exterior(2) 12-2-8 to 16-5-7,
Interior(1) 16-5-7 to 24-10-12 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
3) Provide adequate drainage to prevent water ponding.
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)
10=122.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) 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
B0404-20
Truss
B6GD
Truss Type
Half Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:07 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-sMA7D0sWzh193P00L5B1I942EuTnVEfBpUNKd2zZJlk
Scale = 1:41.9
W1
T1
T2
B1
W2 W1 W2 W1 W2 W3
W4 W5
B2
1 2 3 4
5
6
12 11 10 9 8 7
13
14 15 16 17 18 19 20 21 22 23 24 25
4x4
2x4 4x4
3x8 4x6
3x8
2x4 3x4
3x4
3x8
3x4
2x4
5-2-9
5-2-9
10-3-7
5-0-13
15-2-8
4-11-1
19-5-2
4-2-10
24-11-8
5-6-6
5-2-9
5-2-9
10-3-7
5-0-13
15-2-8
4-11-1
19-5-2
4-2-10
24-11-8
5-6-6
3-
5
-
4
3-
6
-
1
5
0-
3
-
1
5
3-
5
-
4
4.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-0-8], [6:0-9-6,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.56
0.52
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.27
0.06
0.07
(loc)
8-9
8-9
6
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 264 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 5-0-2 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-11-14 max.): 1-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 12=2911/0-5-8 (min. 0-1-9), 6=2785/Mechanical
Max Horz12=-84(LC 6)
Max Uplift12=-344(LC 4), 6=-252(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-437/100, 2-3=-5547/544, 3-13=-5344/517, 4-13=-5341/517, 4-5=-5723/538,
5-6=-7100/647
BOT CHORD 12-14=-339/3793, 14-15=-339/3793, 11-15=-339/3793, 11-16=-339/3793, 16-17=-339/3793,
10-17=-339/3793, 10-18=-339/3793, 9-18=-339/3793, 9-19=-496/5547, 19-20=-496/5547,
8-20=-496/5547, 8-21=-588/6678, 21-22=-588/6678, 7-22=-588/6678, 7-23=-588/6678,
23-24=-588/6678, 24-25=-588/6678, 6-25=-588/6678
WEBS 2-12=-4286/450, 2-11=-36/720, 2-9=-187/2050, 3-9=-372/86, 3-8=-501/80, 4-8=-113/1386,
5-8=-1391/148, 5-7=-29/622
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 0-8-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=344,
6=252.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
B0404-20
Truss
B6GD
Truss Type
Half Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:07 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-sMA7D0sWzh193P00L5B1I942EuTnVEfBpUNKd2zZJlk
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 69 lb up at 0-1-12 on top chord, and 246 lb down and 37
lb up at 1-10-12, 246 lb down and 37 lb up at 3-10-12, 246 lb down and 37 lb up at 5-10-12, 246 lb down and 37 lb up at 7-10-12, 246 lb down and 37 lb up at 9-10-12, 246
lb down and 37 lb up at 11-10-12, 246 lb down and 37 lb up at 13-10-12, 246 lb down and 37 lb up at 15-10-12, 246 lb down and 37 lb up at 17-10-12, 246 lb down and 37
lb up at 19-10-12, and 246 lb down and 37 lb up at 21-10-12, and 246 lb down and 37 lb up at 23-10-12 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-6=-86, 6-12=-16
Concentrated Loads (lb)
Vert: 1=-216(F) 14=-246(F) 15=-246(F) 16=-246(F) 17=-246(F) 18=-246(F) 19=-246(F) 20=-246(F) 21=-246(F) 22=-246(F) 23=-246(F) 24=-246(F) 25=-246(F)
Job
B0404-20
Truss
C1GD
Truss Type
Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:08 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-KYkWQMs8k?90hZaCvoiGrNcI8HswEnpK187tAUzZJlj
Scale = 1:41.8
T1
T2
T1
B1
W1 W2
W3 W4 W3
W2 W1
B21
2
3
4 5
6
7
8
13 12 11 10 9
14 15
16
4x8 4x4
3x6 4x6
3x4
2x4 3x4 3x8
3x4
2x4
3x6
5-6-6
5-6-6
9-9-0
4-2-10
13-3-0
3-6-0
17-5-10
4-2-10
23-0-0
5-6-6
-1-6-0
1-6-0
5-6-6
5-6-6
9-9-0
4-2-10
13-3-0
3-6-0
17-5-10
4-2-10
23-0-0
5-6-6
24-6-0
1-6-0
0-
3
-
1
5
3-
6
-
1
5
0-
3
-
1
5
3-
6
-
1
5
4.00 12
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.23
0.33
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.23
0.05
0.05
(loc)
10-11
10-11
7
11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 230 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 5-10-4 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=2265/0-5-8 (min. 0-1-8), 7=2265/0-5-8 (min. 0-1-8)
Max Horz2=31(LC 24)
Max Uplift2=-218(LC 8), 7=-218(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5657/459, 3-4=-5146/470, 4-14=-4889/460, 14-15=-4889/460, 5-15=-4889/460, 5-6=-5151/470, 6-7=-5655/459
BOT CHORD 2-13=-387/5286, 12-13=-387/5286, 11-12=-387/5286, 11-16=-369/4883, 10-16=-369/4883, 9-10=-387/5284,
7-9=-387/5284
WEBS 3-11=-546/96, 4-11=-95/1280, 5-10=-95/1284, 6-10=-547/100
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2=218,
7=218.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 593 lb down and 77 lb up at 9-9-0,
246 lb down and 37 lb up at 10-0-12, 246 lb down and 37 lb up at 11-6-0, and 246 lb down and 37 lb up at 12-11-4, and 593 lb down
and 77 lb up at 13-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
B0404-20
Truss
C1GD
Truss Type
Hip Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:08 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-KYkWQMs8k?90hZaCvoiGrNcI8HswEnpK187tAUzZJlj
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-5=-86, 5-8=-86, 2-7=-16
Concentrated Loads (lb)
Vert: 11=-840(F) 10=-840(F) 16=-246(F)
Job
B0404-20
Truss
C2
Truss Type
Common
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:09 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-okIuditmVIHtJj9PTWDVNa9RehApzEmUGosQiwzZJli
Scale = 1:41.1
T1 T1
B1
W2
W1
W2
W1
B21
2
3
4
5
6
7
9 8
10
11 12
13
4x6
3x4 5x6 3x4
2x4 2x4
3x4
7-11-4
7-11-4
15-0-12
7-1-8
23-0-0
7-11-4
-1-6-0
1-6-0
6-1-14
6-1-14
11-6-0
5-4-2
16-10-2
5-4-2
23-0-0
6-1-14
24-6-0
1-6-0
0-
3
-
1
5
4-
1
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [2:0-1-14,Edge], [6:0-1-14,Edge], [9:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.37
0.48
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.25
0.07
0.05
(loc)
8-9
8-9
6
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 89 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 3-8-9 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=1302/0-5-8 (min. 0-1-8), 6=1302/0-5-8 (min. 0-1-8)
Max Horz2=36(LC 11)
Max Uplift2=-111(LC 12), 6=-111(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-2672/226, 3-10=-2593/241, 3-11=-2315/204, 4-11=-2241/212, 4-12=-2241/212,
5-12=-2315/204, 5-13=-2593/241, 6-13=-2672/226
BOT CHORD 2-9=-174/2447, 8-9=-96/1688, 6-8=-185/2447
WEBS 4-8=-24/684, 5-8=-511/108, 4-9=-24/684, 3-9=-511/108
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0,
Interior(1) 14-6-0 to 24-6-9 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
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) 2=111,
6=111.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
C2GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:11 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-k7Qe2Nv01wXbY1JnaxFzT?EfGVkmR25nk5LXnpzZJlg
Scale = 1:38.6
T1 T1
B1
W5
W4 W3
W2 W1
W4W3
W2W1
B2
1
2
3
4
5
6
7
13 12 11 10 9 8
14 15 16 17 18 19 20 21 22
5x8 M18SHS
5x6
5x8 M18SHS5x10 M18SHS 7x8
4x4
6x8
3x4
3x6
4x4
6x8
3x4
3x6
4-8-8
4-8-8
8-1-4
3-4-12
11-6-0
3-4-12
14-10-12
3-4-12
18-3-8
3-4-12
23-0-0
4-8-8
4-8-8
4-8-8
8-1-4
3-4-12
11-6-0
3-4-12
14-10-12
3-4-12
18-3-8
3-4-12
23-0-0
4-8-8
0-
3
-
1
5
4-
1
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-2-10], [3:0-1-4,0-2-0], [5:0-1-4,0-2-0], [7:0-4-0,0-2-10], [8:0-4-8,0-1-8], [9:0-3-8,0-4-8], [10:0-4-0,0-4-4], [11:0-3-8,0-4-8], [13:0-4-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.87
0.90
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.54
0.13
0.12
(loc)
9-10
9-10
7
9-10
l/defl
>723
>502
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 231 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 2400F 2.0E
BOT CHORD 2x6 DF 2400F 2.0E
WEBS 2x4 DF Stud/Std *Except*
W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=6791/0-5-8 (min. 0-3-6), 7=7453/0-5-8 (min. 0-3-11)
Max Horz1=31(LC 24)
Max Uplift1=-427(LC 8), 7=-473(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-17805/1129, 2-3=-14880/962, 3-4=-11647/772, 4-5=-11647/772, 5-6=-14890/966,
6-7=-17997/1149
BOT CHORD 1-14=-1046/16817, 14-15=-1046/16817, 13-15=-1046/16817, 13-16=-1046/16817,
12-16=-1046/16817, 11-12=-1046/16817, 11-17=-861/14090, 10-17=-861/14090,
10-18=-865/14099, 18-19=-865/14099, 9-19=-865/14099, 9-20=-1066/17003,
8-20=-1066/17003, 8-21=-1066/17003, 21-22=-1066/17003, 7-22=-1066/17003
WEBS 4-10=-430/6946, 5-10=-3914/264, 5-9=-179/3156, 6-9=-3207/219, 6-8=-99/2048,
3-10=-3903/259, 3-11=-175/3143, 2-11=-3013/203, 2-13=-88/1925
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 0-4-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 1=427,
7=473.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
B0404-20
Truss
C2GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:11 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-k7Qe2Nv01wXbY1JnaxFzT?EfGVkmR25nk5LXnpzZJlg
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1076 lb down and 76 lb up at 2-0-12, 1076 lb down and 76 lb up at 4-0-12
, 1076 lb down and 76 lb up at 6-0-12, 1076 lb down and 76 lb up at 8-0-12, 1091 lb down and 79 lb up at 10-0-12, 1091 lb down and 79 lb up at 12-0-12, 1091 lb down and
79 lb up at 14-0-12, 1091 lb down and 79 lb up at 16-0-12, 1091 lb down and 79 lb up at 18-0-12, and 1091 lb down and 79 lb up at 20-0-12, and 1093 lb down and 76 lb up
at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-7=-86, 1-7=-16
Concentrated Loads (lb)
Vert: 8=-1091(B) 11=-1076(B) 14=-1076(B) 15=-1076(B) 16=-1076(B) 17=-1091(B) 18=-1091(B) 19=-1091(B) 20=-1091(B) 21=-1091(B) 22=-1093(B)
Job
B0404-20
Truss
CJ-01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:12 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-CJz0GjveoDgRABuz8enC?DnttvAlAY5wyl55JFzZJlf
Scale = 1:22.9
T1
W3
B1
W1 W2
HW1
1
2
3
4
6 5
7
8 9
10
11
12
13 14 15 16 17 18
5x6
4x4 4x6
3x8
3x4
2x4
0-0-9
0-0-9
5-2-6
5-1-13
10-7-9
5-5-3
-2-8-7
2-8-7
5-2-6
5-2-6
10-7-9
5-5-3
0-
6
-
1
5
3-
6
-
5
3.33 12
Plate Offsets (X,Y)-- [2:0-3-1,0-7-10], [2:0-0-0,0-1-14], [4:0-3-3,Edge], [5:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.53
0.46
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
-0.02
(loc)
5-6
5-6
5
2-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 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 *Except*
W3: 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 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=622/Mechanical, 2=843/0-8-13 (min. 0-1-8)
Max Horz2=93(LC 23)
Max Uplift5=-48(LC 5), 2=-149(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-1006/33, 7-8=-988/26, 8-9=-919/33, 3-9=-894/36, 4-5=-279/57
BOT CHORD 2-13=-85/891, 13-14=-85/891, 14-15=-85/891, 6-15=-85/891, 6-16=-85/891, 16-17=-85/891,
17-18=-85/891, 5-18=-85/891
WEBS 3-5=-819/60
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=149.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 222 lb up at 1-5-5,
21 lb down and 28 lb up at 3-6-6, 44 lb down and 12 lb up at 3-10-2, 46 lb down and 32 lb up at 6-3-0, and 101 lb down and 74 lb up at
7-1-10, and 64 lb down and 56 lb up at 8-7-13 on top chord, and at 1-5-5, 12 lb down at 3-6-6, 5 lb down at 3-10-2, 15 lb down at
6-3-0, and 51 lb down at 7-1-10, and 38 lb down at 8-7-13 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 2-5=-16
Continued on page 2
Job
B0404-20
Truss
CJ-01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:12 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-CJz0GjveoDgRABuz8enC?DnttvAlAY5wyl55JFzZJlf
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=41(F) 11=-101(B) 12=-60(F) 16=-6(F) 17=-23(B) 18=-17(F)
Job
B0404-20
Truss
D1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:13 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-gVXOT3wHZXoInKTAiMIRYQKAAId1v503BPqerhzZJle
Scale = 1:41.3
T1 T1
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
HW1 HW1B21
2
3
4
5
6
7
8
9
10
11
12
13
14
15
27 26 25 24 23 22 21 20 19 18 17 16
28
29 30
31
4x4
4x4
3x8 3x4
4x4
3x8
22-0-0
22-0-0
-1-6-0
1-6-0
11-0-0
11-0-0
22-0-0
11-0-0
23-6-0
1-6-0
0-
6
-
1
5
6-
0
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [2:0-3-0,Edge], [14:0-0-0,0-1-12], [14:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.08
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
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
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz2=-81(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 except 2=299(LC 1),
14=299(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 11-0-0, Corner(3) 11-0-0 to 14-0-0,
Exterior(2) 14-0-0 to 23-6-13 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
3) 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.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 22, 23, 25, 26, 27,
20, 19, 18, 17, 16, 14.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
D2
Truss Type
Common
Qty
5
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:14 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-9i5nhPxvKrw9PU2MG3pg4esHQivqeWvDQ3aBN8zZJld
Scale = 1:39.2
T1
T2
B1
W2
W1
W2
W1
HW1 HW1B21
2
3
4
5
6
8 7
9
10 11
12
13 14
4x6
4x6 5x6 3x4
2x4 2x4
4x6
7-4-5
7-4-5
14-7-11
7-3-6
22-0-0
7-4-5
-1-6-0
1-6-0
5-6-8
5-6-8
11-0-0
5-5-8
16-5-8
5-5-8
22-0-0
5-6-8
0-
6
-
1
5
6-
0
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-4,0-0-8], [2:0-0-8,0-5-10], [2:0-3-0,0-0-7], [6:0-3-0,0-0-7], [6:0-0-8,0-5-10], [6:0-0-4,0-0-8], [8:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.43
0.36
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.15
0.04
0.03
(loc)
7-8
7-8
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 94 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-7-3 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) 2=1259/0-5-8 (min. 0-1-8), 6=1092/0-5-8 (min. 0-1-8)
Max Horz2=81(LC 11)
Max Uplift2=-110(LC 12), 6=-60(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1805/155, 3-9=-1701/174, 3-10=-1557/176, 4-10=-1452/187, 4-11=-1474/203,
5-11=-1581/184, 5-12=-1701/189, 6-12=-1830/178
BOT CHORD 2-8=-105/1475, 8-13=-32/1047, 13-14=-32/1047, 7-14=-32/1047, 6-7=-108/1504
WEBS 4-7=-38/554, 5-7=-393/107, 4-8=-31/519, 3-8=-376/105
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 21-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=110.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
D3
Truss Type
Common
Qty
7
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:15 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-duf9ulyX58201edYpmKvdrPTS6EkNxzMejJlwazZJlc
Scale = 1:36.3
T1 T1
B1
W2
W1
W2
W1
HW1 HW1B2
1
2
3
4
5
7 6
8
9 10
11
12 13
4x6
5x6 3x4
2x4 2x4
4x6 4x6
7-4-5
7-4-5
14-7-11
7-3-6
22-0-0
7-4-5
5-6-8
5-6-8
11-0-0
5-5-8
16-5-8
5-5-8
22-0-0
5-6-8
0-
6
-
1
5
6-
0
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [1:0-0-4,0-0-8], [1:0-0-8,0-5-10], [1:0-3-0,0-0-7], [5:0-3-0,0-0-7], [5:0-0-8,0-5-10], [5:0-0-4,0-0-8], [7:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.35
0.38
0.26
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.15
0.04
0.03
(loc)
6-7
6-7
5
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 92 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1107/0-5-8 (min. 0-1-8), 5=1107/Mechanical
Max Horz1=-75(LC 10)
Max Uplift1=-63(LC 12), 5=-63(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-1859/181, 2-8=-1730/193, 2-9=-1610/188, 3-9=-1502/206, 3-10=-1523/208,
4-10=-1631/189, 4-11=-1761/195, 5-11=-1886/183
BOT CHORD 1-7=-113/1530, 7-12=-37/1075, 12-13=-37/1075, 6-13=-37/1075, 5-6=-117/1564
WEBS 3-6=-39/581, 4-6=-418/111, 3-7=-37/552, 2-7=-393/108
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 21-11-4 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
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, with BCDL = 8.0psf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
E1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:16 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-54DX55y9sSAteoClNUr8A3xgQWfH6SGWtN3IS0zZJlb
Scale = 1:33.3
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
HW1 HW1B21
2
3
4
5
6
7
8
9
10
11
19 18 17 16 15 14 13 12
20
21 22
23
4x4
3x4
3x8 3x4
3x4 3x8
17-3-0
17-3-0
-1-6-0
1-6-0
8-7-8
8-7-8
17-3-0
8-7-8
18-9-0
1-6-0
0-
6
-
1
5
4-
1
0
-
1
1
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-3-0,Edge], [10:Edge,0-1-4], [10:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.04
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 81 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-3-0.
(lb) - Max Horz2=-66(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 14, 13, 12, 10
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 19, 14, 13, 12 except 2=307(LC 1), 10=307(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 8-7-8, Corner(3) 8-7-8 to 11-7-8,
Exterior(2) 11-7-8 to 18-9-13 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
3) 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.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 16, 17, 19, 14, 13,
12, 10.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
E2
Truss Type
Common
Qty
3
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:17 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-ZHnvJRzndmIkGymxxBMNiGUp4wwVrtef61os_TzZJla
Scale = 1:33.1
T1 T1
B1
W2
W1W1
HW1 HW1B11
2
3
4
5
6
7
8
9
10 11
12
4x4
4x4 3x8 5x8
2x4 2x4
4x4
3x8
8-7-8
8-7-8
17-3-0
8-7-8
-1-6-0
1-6-0
4-4-4
4-4-4
8-7-8
4-3-4
12-10-12
4-3-4
17-3-0
4-4-4
18-9-0
1-6-0
0-
6
-
1
5
4-
1
0
-
1
1
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [2:0-0-0,0-1-8], [4:0-2-0,0-2-4], [6:0-3-0,Edge], [6:Edge,0-1-8], [8:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.28
0.37
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.15
0.03
0.01
(loc)
2-8
2-8
6
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 75 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-3 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) 2=1011/0-5-8 (min. 0-1-8), 6=1011/0-5-8 (min. 0-1-8)
Max Horz2=-66(LC 10)
Max Uplift2=-94(LC 12), 6=-94(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1318/123, 3-9=-1236/139, 3-10=-986/102, 4-10=-905/113, 4-11=-905/113,
5-11=-986/102, 5-12=-1236/138, 6-12=-1318/123
BOT CHORD 2-8=-62/1061, 6-8=-71/1061
WEBS 4-8=0/411, 5-8=-337/92, 3-8=-337/92
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 8-7-8, Exterior(2) 8-7-8 to 11-7-8,
Interior(1) 11-7-8 to 18-9-13 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
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) 2, 6.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
E3GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:19 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-1TLHWn_PN3Qbu6L7VvucFU1veJ9na9TpLhYPWuzZJlZ
Scale: 3/8"=1'
T1
T2
B1
W5
W4 W3
W2 W1
W4W3
W2W1
B2
1
2
3
4
5
6
7
8
13 12 11 10 9
14 15 16 17
4x6
4x8 M18SHS4x8 M18SHS 8x10
4x4
7x8
3x4
3x6
4x4
7x8
3x4
7x8
3-1-13
3-1-13
5-10-10
2-8-14
8-7-8
2-8-14
11-4-6
2-8-14
14-1-3
2-8-14
17-3-0
3-1-13
-1-6-0
1-6-0
3-1-13
3-1-13
5-10-10
2-8-14
8-7-8
2-8-14
11-4-6
2-8-14
14-1-3
2-8-14
17-3-0
3-1-13
0-
6
-
1
5
4-
1
0
-
1
1
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:0-0-8,0-1-8], [6:0-0-8,0-1-8], [8:0-1-0,0-1-12], [9:0-4-8,0-1-8], [10:0-3-8,0-4-12], [11:0-5-0,0-4-8], [12:0-3-8,0-4-12], [13:0-4-0,0-5-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.61
0.81
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.26
0.08
0.06
(loc)
11-12
11-12
8
11-12
l/defl
>999
>790
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 201 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 8=8169/0-5-8 (min. 0-4-6), 2=6634/0-5-8 (min. 0-3-9)
Max Horz2=65(LC 7)
Max Uplift8=-519(LC 8), 2=-532(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-11834/870, 3-4=-12355/946, 4-5=-9625/719, 5-6=-9625/719, 6-7=-11938/836,
7-8=-13505/900
BOT CHORD 2-13=-717/10064, 12-13=-717/10064, 12-14=-786/11008, 11-14=-786/11008,
11-15=-688/10637, 10-15=-688/10637, 10-16=-745/11530, 9-16=-745/11530,
9-17=-745/11530, 8-17=-745/11530
WEBS 5-11=-587/8161, 6-11=-3107/201, 6-10=-173/3221, 7-10=-1093/68, 7-9=-86/1946,
4-11=-3673/351, 4-12=-334/3843, 3-12=-151/1211, 3-13=-265/56
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 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-10 2x4 - 2 rows staggered at 0-3-0 oc, member 7-9 2x4 - 1 row at
0-4-0 oc, member 4-12 2x4 - 2 rows staggered at 0-3-0 oc, member 3-13 2x4 - 1 row at 0-4-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 8=519,
2=532.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4346 lb down and 411 lb up at
6-1-8, 1941 lb down and 127 lb up at 8-0-12, 1941 lb down and 127 lb up at 10-0-12, 1941 lb down and 127 lb up at 12-0-12, and
1396 lb down and 95 lb up at 14-0-12, and 1371 lb down and 67 lb up at 16-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
Continued on page 2
Job
B0404-20
Truss
E3GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:19 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-Vfugk6?18NYSVFwK2cPrnhZ4OjV0JciyZLHy3LzZJlY
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-86, 5-8=-86, 2-8=-16
Concentrated Loads (lb)
Vert: 9=-1396(F) 12=-4346(F) 14=-1941(F) 15=-1941(F) 16=-1941(F) 17=-1371(F)
Job
B0404-20
Truss
F1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:20 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-zsS2xS0gvhgJ7PVWcKw4Kv6MP70k2GS5o?1WbnzZJlX
Scale = 1:29.2
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1 HW1
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
19 20
4x4
4x4
3x8
4x4 3x8
14-6-0
14-6-0
-1-6-0
1-6-0
7-3-0
7-3-0
14-6-0
7-3-0
16-0-0
1-6-0
0-
6
-
1
5
4-
2
-
7
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [2:0-3-0,Edge], [10:0-0-0,0-1-12], [10:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.08
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 66 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-6-0.
(lb) - Max Horz2=-57(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=292(LC 1), 10=292(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-3-0, Exterior(2) 1-3-0 to 7-3-0, Corner(3) 7-3-0 to 10-3-0,
Exterior(2) 10-3-0 to 16-0-13 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
3) 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.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 10, 16, 17, 18, 14,
13, 12.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
F2GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:21 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-R20Q9o0Ig_oAlZ4iA1RJt6fRAX9wnVvF1fm37EzZJlW
Scale = 1:27.4
T1
T2
B1
W3
W2 W1
W3
W2W1
HW1HW1
1
2
3
4
5
6
10 9 8 711 12 13
5x8
4x12 4x12 10x10
3x4
3x6 10x10
3x4
3x6
3-10-0
3-10-0
6-1-8
2-3-8
8-4-8
2-3-0
10-8-0
2-3-8
14-6-0
3-10-0
-1-6-0
1-6-0
3-10-0
3-10-0
7-3-0
3-5-0
10-8-0
3-5-0
14-6-0
3-10-0
0-
6
-
1
5
4-
2
-
7
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-4,0-0-0], [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [6:0-0-4,0-0-0], [7:0-4-8,0-1-8], [10:0-4-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.53
0.91
0.93
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.17
0.05
0.04
(loc)
8-9
8-9
6
9
l/defl
>999
>972
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 158 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 3-9-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 6=6556/0-5-8 (min. 0-3-8), 2=5072/0-5-8 (min. 0-2-11)
Max Horz2=56(LC 7)
Max Uplift6=-451(LC 8), 2=-423(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9156/693, 3-4=-9292/744, 4-5=-9229/704, 5-6=-11358/802
BOT CHORD 2-10=-566/7825, 9-10=-566/7825, 9-11=-489/7095, 8-11=-489/7095, 8-12=-663/9766,
7-12=-663/9766, 7-13=-663/9766, 6-13=-663/9766
WEBS 4-8=-244/4014, 5-8=-2126/142, 5-7=-136/2726, 4-9=-370/4220, 3-9=-206/803
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 0-2-0 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 6=451,
2=423.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4218 lb down and 398 lb up at 6-1-8
, 1941 lb down and 127 lb up at 8-0-12, and 1941 lb down and 127 lb up at 10-0-12, and 1941 lb down and 127 lb up at 12-0-12 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
B0404-20
Truss
F2GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:21 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-R20Q9o0Ig_oAlZ4iA1RJt6fRAX9wnVvF1fm37EzZJlW
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-6=-86, 2-6=-16
Concentrated Loads (lb)
Vert: 9=-4218(B) 11=-1941(B) 12=-1941(B) 13=-1941(B)
Job
B0404-20
Truss
G1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:22 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-wEaoM81wRIw1MjfuklyYPKBivxjeWA2OFJWdfgzZJlV
Scale = 1:26.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15
16 17
18
4x4
3x4
3x8
3x4
3x8
13-0-0
13-0-0
-1-6-0
1-6-0
6-6-0
6-6-0
13-0-0
6-6-0
14-6-0
1-6-0
0-
6
-
1
5
3-
9
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-3-0,Edge], [8:0-0-0,0-1-4], [8:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.05
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
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
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 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 13-0-0.
(lb) - Max Horz2=-52(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=304(LC 1), 8=304(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 6-6-0, Corner(3) 6-6-0 to 9-6-0,
Exterior(2) 9-6-0 to 14-6-13 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
3) 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.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 8, 13, 14, 11, 10.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
G2
Truss Type
Common
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:23 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-OR8AZU2YCc2u_tE5HSTnyXkpVK_PFcJYUzFAC6zZJlU
Scale = 1:26.8
T1 T1
B1
W1
HW1 HW1
1
2
3
4
5
6
7
8 9
10
4x6
4x4
3x8
4x4
3x8
2x4
6-6-0
6-6-0
13-0-0
6-6-0
-1-6-0
1-6-0
6-6-0
6-6-0
13-0-0
6-6-0
14-6-0
1-6-0
0-
6
-
1
5
3-
9
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [2:0-0-0,0-1-12], [3:0-3-0,0-2-4], [4:Edge,0-1-12], [4:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.41
0.27
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.07
0.01
0.02
(loc)
4-6
2-6
4
4-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=794/0-5-8 (min. 0-1-8), 4=794/0-5-8 (min. 0-1-8)
Max Horz2=52(LC 11)
Max Uplift2=-82(LC 12), 4=-82(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-865/82, 7-8=-743/92, 3-8=-727/106, 3-9=-727/106, 9-10=-743/92, 4-10=-865/82
BOT CHORD 2-6=-9/648, 4-6=-9/648
WEBS 3-6=0/260
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0,
Interior(1) 9-6-0 to 14-6-13 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
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) 2, 4.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
G3GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:24 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-sdiZnq3AzvAkc1pHr9_0UlH0RkGh_sXhjd?jkZzZJlT
Scale = 1:25.0
T1
T2
B1
W3
W4 W1W2W11
2
3
4
5
6
9 8 710 11 12
3x6
4x4
3x4 7x8
3x4
2x4
3x4
3x6
3-5-8
3-5-8
6-10-8
3-5-0
9-6-8
2-8-0
13-0-0
3-5-8
3-5-8
3-5-8
6-6-0
3-0-8
9-6-8
3-0-8
13-0-0
3-5-8
14-6-0
1-6-0
0-
6
-
1
5
3-
9
-
1
5
0-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [8:0-4-0,0-4-12], [9:0-4-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.27
0.52
0.94
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.03
0.02
(loc)
8-9
8-9
5
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 134 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 5-1-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=4858/0-5-8 (min. 0-2-9), 5=3086/0-5-8 (min. 0-1-10)
Max Horz1=-51(LC 6)
Max Uplift1=-336(LC 8), 5=-275(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7143/520, 2-3=-4865/406, 3-4=-5419/448, 4-5=-5222/396
BOT CHORD 1-10=-399/6102, 10-11=-399/6102, 9-11=-399/6102, 9-12=-399/6102, 8-12=-399/6102, 7-8=-290/4417, 5-7=-290/4417
WEBS 3-8=-331/4253, 4-8=-177/654, 4-7=-280/57, 2-8=-2070/139, 2-9=-107/2205
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 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-3-0 oc, Except member 8-4 2x4 - 1 row at 0-9-0 oc, member 4-7 2x4 - 1 row at 0-9-0 oc,
member 8-2 2x4 - 1 row at 0-9-0 oc, member 2-9 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 1=336,
5=275.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1249 lb down and 83 lb up at 0-11-4
, 1246 lb down and 85 lb up at 2-11-4, and 1246 lb down and 86 lb up at 4-11-4, and 2769 lb down and 268 lb up at 6-10-8 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-6=-86, 1-5=-16
Continued on page 2
Job
B0404-20
Truss
G3GD
Truss Type
Common Girder
Qty
1
Ply
2
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:24 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-sdiZnq3AzvAkc1pHr9_0UlH0RkGh_sXhjd?jkZzZJlT
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 8=-2769(F) 10=-1249(F) 11=-1246(F) 12=-1246(F)
Job
B0404-20
Truss
J01
Truss Type
Jack-Closed
Qty
34
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-KpGx_A3okDIbDAOTPtWF1yp8I8hEjXRqyHkHG?zZJlS
Scale = 1:22.9
T1
W1
B1
HW1
1
2
3
4
5
2x4
2x4 3x4
3x6
6-0-0
6-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
0-
6
-
1
5
3-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-8,0-4-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.45
0.25
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
0.00
0.00
(loc)
2-4
2-4
4
2
l/defl
>999
>714
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 24 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=262/Mechanical, 2=466/0-5-8 (min. 0-1-8)
Max Horz2=93(LC 9)
Max Uplift4=-21(LC 9), 2=-66(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-10-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J02
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:26 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-o0qJCW4QVXQSrKzgza1UaAMONY37S_h_AxUqoRzZJlR
Scale = 1:10.4
T1
B1
1
2
5
6
3
4
2x4
3-8-12
3-8-12
-1-6-0
1-6-0
3-8-12
3-8-12
0-
3
-
1
5
1-
6
-
1
4
1-
2
-
1
1
1-
6
-
1
4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.08
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 13 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 3-8-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=108/Mechanical, 2=367/0-5-8 (min. 0-1-8), 4=28/Mechanical
Max Horz2=45(LC 12)
Max Uplift3=-17(LC 12), 2=-63(LC 12)
Max Grav3=108(LC 1), 2=367(LC 1), 4=62(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 3-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J03
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-GCNhPs53GqYJTUXsWIYj6NvSzyMwBRx7PbDNLtzZJlQ
Scale = 1:15.7
T1
B1
1
2
5
6
3
4
2x4
6-8-12
6-8-12
-1-6-0
1-6-0
6-8-12
6-8-12
0-
3
-
1
5
2-
6
-
1
4
2-
2
-
1
1
2-
6
-
1
4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.63
0.30
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.16
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>856
>476
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 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 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=256/Mechanical, 2=502/0-5-8 (min. 0-1-8), 4=52/Mechanical
Max Horz2=67(LC 12)
Max Uplift3=-48(LC 12), 2=-62(LC 12)
Max Grav3=256(LC 1), 2=502(LC 1), 4=116(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 6-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J04
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-GCNhPs53GqYJTUXsWIYj6NvZVyQVBRx7PbDNLtzZJlQ
Scale = 1:7.6
T1
B1
HW1
1
2
3
4
3x4
3x6
0-9-10
0-9-10
-1-6-0
1-6-0
0-9-10
0-9-10
0-
6
-
1
5
0-
1
1
-
1
2
0-
7
-
1
0-
1
1
-
1
2
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-8,0-4-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.00
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2
2
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 0-9-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=-119/Mechanical, 2=327/0-5-8 (min. 0-1-8), 4=6/Mechanical
Max Horz2=32(LC 12)
Max Uplift3=-119(LC 1), 2=-88(LC 12)
Max Grav3=39(LC 12), 2=327(LC 1), 4=13(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=119.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J05
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-kOx3dB6h18hA4e624?3yfbRkeLmUwuBHeFzxtKzZJlP
Scale = 1:10.9
T1
B1
HW1
1
2
5
3
4
3x4
3x6 2-1-10
2-1-10
-1-6-0
1-6-0
2-1-10
2-1-10
0-
6
-
1
5
1-
7
-
1
2
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-8,0-4-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.19
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 9 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=4/Mechanical, 2=323/0-5-8 (min. 0-1-8), 4=15/Mechanical
Max Horz2=47(LC 12)
Max Uplift3=-10(LC 9), 2=-66(LC 12)
Max Grav3=8(LC 17), 2=323(LC 1), 4=33(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 2-0-14 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J06
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-CaVSqX7JoSp1iohFejaBBo_vZl40fLRQsviUPmzZJlO
Scale = 1:14.2
T1
B1
HW1
1
2
5
6
3
4
3x4
3x6
3-5-10
3-5-10
-1-6-0
1-6-0
3-5-10
3-5-10
0-
6
-
1
5
2-
3
-
1
2
1-
1
1
-
1
2-
3
-
1
2
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-8,0-4-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.06
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 13 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=93/Mechanical, 2=360/0-5-8 (min. 0-1-8), 4=25/Mechanical
Max Horz2=62(LC 12)
Max Uplift3=-22(LC 12), 2=-56(LC 12)
Max Grav3=93(LC 1), 2=360(LC 1), 4=57(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-4-14 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J07
Truss Type
Jack-Open
Qty
2
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-CaVSqX7JoSp1iohFejaBBo_uXl3ufLRQsviUPmzZJlO
Scale = 1:17.4
T1
B1
HW1
1
2
5
3
4
3x4
3x6
4-9-10
4-9-10
-1-6-0
1-6-0
4-9-10
4-9-10
0-
6
-
1
5
2-
1
1
-
1
2
2-
7
-
1
2-
1
1
-
1
2
6.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-8,0-4-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.25
0.14
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 17 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=163/Mechanical, 2=415/0-5-8 (min. 0-1-8), 4=36/Mechanical
Max Horz2=77(LC 12)
Max Uplift3=-39(LC 12), 2=-52(LC 12)
Max Grav3=163(LC 1), 2=415(LC 1), 4=81(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-8-14 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
J08
Truss Type
Jack-Open
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:30 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-hn3q1t7xZlxuKyGRCQ5Qk0XzH9OHOoha5ZS2yCzZJlN
Scale = 1:20.2
T1
B1
HW1
1
2
5
3
4
3x4
3x4
3x4
6-0-0
6-0-0
0-
6
-
1
5
3-
6
-
1
5
3-
2
-
4
3-
6
-
1
5
6.00 12
Plate Offsets (X,Y)-- [1:0-0-7,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.63
0.25
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.02
0.00
(loc)
1-4
1-4
3
1
l/defl
>999
>582
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 22 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
SLIDER Left 2x4 DF Stud/Std - 3-3-12
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 6-0-0 except (jt=length) 3=Mechanical, 3=Mechanical.
(lb) - Max Horz1=73(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 3
Max Grav All reactions 250 lb or less at joint(s) 4 except 1=303(LC 1), 3=255(LC 1), 3=255(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
LAY01
Truss Type
Lay-In Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:31 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-9zdCFD8ZK33lx5rdl8cfGD3GjZnd7EJjKDBbUfzZJlM
Scale = 1:43.5
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
17 16 15 14 13 12 11 10
18 19
3x4
4x4
3x4
3x4
18-9-5
18-9-5
9-4-10
9-4-10
18-9-5
9-4-10
0-
0
-
4
6-
1
1
-
1
5
0-
0
-
4
8.94 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.07
0.06
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 92 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 18-9-5.
(lb) - Max Horz1=106(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 17, 12, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 12, 11 except 17=310(LC 21), 10=310(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-4-10, Interior(1) 3-4-10 to 9-4-10, Exterior(2) 9-4-10 to 12-4-10,
Interior(1) 12-4-10 to 18-4-0 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
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) 14, 15, 17, 12, 11, 10.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0404-20
Truss
LAY02
Truss Type
Lay-In Gable
Qty
1
Ply
1
New Peak Const./Rockchuck 3 car(RP3/18)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:18:32 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:nTNz?9eOn5YF6AgegTb5WbzZdrc-d9BaSZ9B4NBcZFQpJr8upRcQJz7ushCsZtx805zZJlL
Scale = 1:40.1
W1
T1
T2
B1
ST3
ST2
ST1
ST2
ST1
ST4
1
2
3
4
5
6
7
8
15 14 13 12 11 10 9
16
17 18
4x4
3x4
15-0-6
15-0-6
5-7-12
5-7-12
15-0-6
9-4-10
2-
9
-
7
6-
1
1
-
1
5
0-
0
-
4
8.94 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.08
0.05
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 83 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 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 15-0-6.
(lb) - Max Horz15=-136(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10, 9
Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10 except 9=310(LC 22)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-12, Exterior(2) 5-7-12 to 8-7-12,
Interior(1) 8-7-12 to 14-7-2 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
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) 15, 8, 12, 13, 14, 11,
10, 9.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard