HomeMy WebLinkAboutTRUSS SPECS - 21-00028 - 881 Oak Hill Way - New SFRJob
B0030-21
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:03:59 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-uyj?rI_a4xAFe_6eKDa1cl6Jh8yJx4bSjszV7Dzw6y_
Scale = 1:52.4
W1
T1 T1
W1
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
B21
2
3
4
5
6
7
8
9
10
11
12
13
14
15
29 28 27 26 25 24 23 22 21 20 19 18 17 16
30
31
4x4
3x4
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-
1
1
-
6
8-
3
-
6
0-
1
1
-
6
8.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.20
0.04
0.23
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
15
15
16
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 133 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 22-0-0.
(lb) - Max Horz29=149(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 23, 24, 26, 27, 28, 21, 20, 19, 18, 17
Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 26, 27, 28, 21, 20, 19, 18, 17 except 29=308(LC 23),
16=308(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=-271/77, 14-16=-271/77
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0,
Exterior(2N) 14-0-0 to 23-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 23, 24, 26, 27
, 28, 21, 20, 19, 18, 17.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
A2
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:01 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-qLrmG_?qcYQztIG1SecVhACVtyO9PprlBAScB6zw6xy
Scale = 1:51.3
T1
T2
B1
W5
W4 W3
W2 W1
W4W3
W2W1
HW1 HW2B2
1
2
3
4
5
6
7
8
14 13 12 11 10 9
15 16 17
4x4
6x8 M18SHS 4x8
3x4
4x6
3x4
3x6
4x6
10x10
3x4
3x8 5x8 M18SHS 5x8
3-8-8
3-8-8
7-1-8
3-5-0
11-0-0
3-10-8
14-10-8
3-10-8
18-3-8
3-5-0
22-0-0
3-8-8
3-8-8
3-8-8
7-1-8
3-5-0
11-0-0
3-10-8
14-10-8
3-10-8
18-3-8
3-5-0
22-0-0
3-8-8
23-6-0
1-6-0
0-
1
1
-
6
8-
3
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-1-8,0-2-0], [4:0-2-0,0-1-12], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [12:0-3-8,0-6-4], [14:0-6-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.80
0.97
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.18
0.04
0.04
(loc)
12
12
7
12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 320 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except*
W5,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEDGE
Left: 2x6 DF 1800F 1.6E , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=8073/0-3-8 (req. 0-4-5), 7=3478/0-3-8 (min. 0-1-14)
Max Horz1=-129(LC 25)
Max Uplift1=-533(LC 8), 7=-265(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10586/720, 2-3=-8648/632, 3-4=-4774/395, 4-5=-4775/395, 5-6=-4809/360,
6-7=-4866/319
BOT CHORD 1-15=-495/8110, 15-16=-495/8110, 14-16=-495/8110, 14-17=-495/8110, 13-17=-495/8110,
12-13=-495/8110, 11-12=-407/7127, 10-11=-180/3928, 9-10=-184/3678, 7-9=-184/3678
WEBS 4-11=-367/4804, 5-11=-351/262, 5-10=-303/142, 6-10=-117/429, 3-11=-5421/421,
3-12=-422/6278, 2-12=-1345/116, 2-14=-132/2558
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: 2x8 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-12 2x4 - 1 row at 0-2-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) WARNING: Required bearing size at joint(s) 1 greater than input bearing size.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=533,
7=265.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1320 lb down and 89 lb up at
1-0-12, 1360 lb down and 90 lb up at 3-0-12, and 1360 lb down and 90 lb up at 5-0-12, and 5285 lb down and 390 lb up at 7-1-8 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
Job
B0030-21
Truss
A2
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:02 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-IXP8UK0SNsYqVSrD0M7kENkgcMkO8G4uPqCAjYzw6xx
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-8=-86, 1-7=-16
Concentrated Loads (lb)
Vert: 12=-5249(B) 15=-1314(B) 16=-1313(B) 17=-1313(B)
Job
B0030-21
Truss
A3
Truss Type
Common
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:02 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-IXP8UK0SNsYqVSrD0M7kENkhvMvi8QjuPqCAjYzw6xx
Scale: 1/4"=1'
T1
T2
B1
W3
W4
W1
W2
HW2
1
2
3
4
5
6
8 7
9 10
11 12
2x4
4x6
3x8
4x4
4x4
3x4
2x4
3x4
7-4-8
7-4-8
14-9-0
7-4-8
3-9-0
3-9-0
9-1-4
5-4-4
14-9-0
5-7-12
16-3-0
1-6-0
5-
9
-
6
8-
3
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [5:0-5-14,0-0-4], [8:0-1-8,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.72
0.31
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.14
0.01
-0.02
(loc)
7-8
7-8
5
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 90 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x6 DF 1800F 1.6E - 3-5-14
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.
WEBS 1 Row at midpt 2-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=888/0-3-8 (min. 0-1-8), 8=737/Mechanical
Max Horz8=-194(LC 10)
Max Uplift5=-80(LC 12), 8=-45(LC 12)
Max Grav5=888(LC 1), 8=791(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-619/160, 3-10=-723/146, 3-4=-695/109, 4-5=-921/84
BOT CHORD 8-11=-31/327, 11-12=-31/327, 7-12=-31/327, 5-7=0/645
WEBS 2-7=-72/636, 3-7=-377/145, 2-8=-628/161
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-0, Exterior(2R) 3-9-0 to 6-9-0,
Interior(1) 6-9-0 to 16-4-0 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) 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) 5, 8.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
B1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:04 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-FwWuu02jvToYkl?c7m9CJoq2m9b2cHOBt8hGoRzw6xv
Scale = 1:62.9
T1
T2
B1
W3
W4 W5
W6
W1
W2
W8
W7
ST1 ST2 ST3
ST4
ST5
ST6 ST7
ST8
ST9
ST10
ST11
T3
B2
1
2
3
4
5
6
10 9 8 7
29 30
31 32
4x6
6x8
3x4
3x4
5x8
3x4
3x4
4x4
4x4
3x4
7-9-0
7-9-0
14-7-4
6-10-4
22-9-0
8-1-12
7-9-0
7-9-0
14-7-4
6-10-4
18-6-6
3-11-2
22-9-0
4-2-10
5-
9
-
6
10
-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-5-7,0-3-0], [3:0-1-12,0-1-8], [7:0-1-8,0-2-0], [9:0-4-0,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.26
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.01
-0.02
(loc)
9-10
9-10
7
9-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 189 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*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=769/Mechanical, 8=1057/0-3-8 (min. 0-1-8), 7=465/Mechanical
Max Horz10=-230(LC 10)
Max Uplift10=-43(LC 12), 8=-70(LC 12), 7=-16(LC 12)
Max Grav10=796(LC 18), 8=1104(LC 18), 7=465(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-29=-552/99, 2-29=-341/117, 2-30=-289/127, 3-30=-530/109, 4-5=-394/27, 5-6=-480/18,
1-10=-701/106, 6-7=-374/38
BOT CHORD 7-8=-7/322
WEBS 3-9=0/310, 3-8=-772/106, 4-8=-254/73, 1-9=-39/358
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-0, Exterior(2R) 7-9-0 to 10-9-0,
Interior(1) 10-9-0 to 22-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8, 7.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
B2
Truss Type
Common
Qty
3
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:05 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-j64G6M2LgnwPMvaohUhRr0MEjZx5Lk1L5oQqKtzw6xu
Scale = 1:62.8
T1
T2
B1
W3
W4 W5
W6
W1
W2
HW2
T3
B2
1
2
3
4
5
6
7
10 9 8
11 12
13 14
4x6
6x8
3x4
3x4
5x8
3x4
3x4
2x4
4x8
4x4
7-9-0
7-9-0
14-7-4
6-10-4
22-9-0
8-1-12
7-9-0
7-9-0
14-7-4
6-10-4
18-6-6
3-11-2
22-9-0
4-2-10
5-
9
-
6
10
-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-5-7,0-3-0], [3:0-1-12,0-1-8], [7:0-5-14,0-0-4], [9:0-4-0,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.62
0.27
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.01
-0.02
(loc)
9-10
9-10
7
9-10
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 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x6 DF 1800F 1.6E -t 2-7-9
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.
WEBS 1 Row at midpt 2-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=784/Mechanical, 8=1024/0-3-8 (min. 0-1-8), 7=498/0-4-0 (min. 0-1-8)
Max Horz10=-231(LC 10)
Max Uplift10=-48(LC 12), 8=-56(LC 12), 7=-26(LC 12)
Max Grav10=813(LC 18), 8=1066(LC 18), 7=498(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-565/106, 2-11=-350/124, 2-12=-298/134, 3-12=-543/116, 4-5=-272/48, 5-6=-433/66,
6-7=-538/47, 1-10=-715/111
BOT CHORD 7-8=0/361
WEBS 3-9=-2/286, 3-8=-733/85, 5-8=-257/69, 1-9=-44/372
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-0, Exterior(2R) 7-9-0 to 10-9-0,
Interior(1) 10-9-0 to 22-9-0 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) 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) 10, 8, 7.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
B3
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:07 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-fVC1X14bCOA7bDjAovjvwRSeDNdIpiceZ6vwOlzw6xs
Scale = 1:67.6
T1
T2
B1
W3 W4
W5
W6 W7
W8
W9 W10
W1
W2
HW2
T3
B2
1
2
3
4
5
6
7
8
9
15 14 13 12 11 1016 17 18 19 20
4x4
3x4
2x4 4x6
3x4
3x4
3x8
3x4
2x4
3x8
3x4
2x4
3x4
3x6
4x4
4-0-4
4-0-4
7-9-0
3-8-12
14-7-4
6-10-4
18-6-6
3-11-2
22-9-0
4-2-10
4-0-4
4-0-4
7-9-0
3-8-12
11-2-2
3-5-2
14-7-4
3-5-2
18-6-6
3-11-2
22-9-0
4-2-10
5-
9
-
6
10
-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-3-10,0-0-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.36
0.22
0.22
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.02
0.00
0.00
(loc)
14-15
14-15
9
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 368 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
SLIDER Right 2x6 DF 1800F 1.6E -t 2-6-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 15=1371/Mechanical, 11=859/0-3-8 (min. 0-1-8), 9=7/0-4-0 (min. 0-1-8)
Max Horz15=-229(LC 6)
Max Uplift15=-119(LC 8), 11=-649(LC 26), 9=-1082(LC 26)
Max Grav15=1473(LC 2), 11=1248(LC 39), 9=388(LC 39)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-599/106, 2-3=-489/103, 3-4=-477/104, 4-5=-276/82, 6-7=-290/11, 7-8=-294/781,
8-9=-383/733, 1-15=-993/81
BOT CHORD 13-14=-48/479, 12-13=-48/479, 12-17=0/343, 17-18=0/343, 11-18=0/343, 11-19=-633/256,
10-19=-633/256, 10-20=-633/256, 9-20=-633/256
WEBS 2-14=-533/137, 2-12=-279/248, 4-11=-613/93, 5-11=-325/92, 7-11=-311/1018,
7-10=-1248/88, 1-14=-21/698
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=119,
11=649, 9=1082.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 357 lb up at 22-9-0
on top chord, and 823 lb down and 439 lb up at 1-10-8, 21 lb down and 575 lb up at 16-8-4, and 21 lb down and 575 lb up at 18-8-4,
and 24 lb down and 822 lb up at 20-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) StandardContinued on page 2
Job
B0030-21
Truss
B3
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:07 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-fVC1X14bCOA7bDjAovjvwRSeDNdIpiceZ6vwOlzw6xs
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-9=-86, 9-15=-16
Concentrated Loads (lb)
Vert: 10=195(B) 9=97(B) 16=-695(B) 19=195(B) 20=277(B)
Job
B0030-21
Truss
B4
Truss Type
Common
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:08 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-7hmPkN5DziI_DNINMcE8Te_oumzwYA0nolfUxCzw6xr
Scale: 3/16"=1'
T1 T2
B1
W3
W1
W2
W5
W4
1
2
3
6 5 4
7 8
9 10
6x8 M18SHS
2x4 3x4
3x8
5x6 5x6
6-3-0
6-3-0
12-9-0
6-6-0
6-3-0
6-3-0
12-9-0
6-6-0
6-
5
-
6
10
-
7
-
6
6-
3
-
6
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:Edge,0-1-12], [6:0-2-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.43
0.20
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.06
-0.00
-0.02
(loc)
4-5
4-5
4
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 91 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1,W5: 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, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=635/Mechanical, 4=635/0-3-8 (min. 0-1-8)
Max Horz6=-222(LC 10)
Max Uplift6=-36(LC 12), 4=-36(LC 12)
Max Grav6=699(LC 18), 4=699(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-403/92, 2-7=-264/107, 2-8=-259/106, 3-8=-412/91, 1-6=-582/159, 3-4=-579/157
WEBS 2-5=-290/63, 1-5=-88/351, 3-5=-80/334
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-3-0, Exterior(2R) 6-3-0 to 9-3-0,
Interior(1) 9-3-0 to 12-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
B5
Truss Type
Common
Qty
3
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:09 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-btKnyj6rk?QqrWtZwKlN0sXzsAKFHdFw0PO1Tezw6xq
Scale: 3/16"=1'
T1 T2
B1
W3
W1
W2
W5
W4
1
2
3
6 5 4
7 8
9 10
4x8 M18SHS
2x4 2x4
3x8
5x6 5x6
6-3-0
6-3-0
12-6-8
6-3-8
6-3-0
6-3-0
12-6-8
6-3-8
6-
5
-
6
10
-
7
-
6
6-
5
-
0
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:Edge,0-1-12], [4:0-1-12,0-0-0], [6:0-2-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.42
0.19
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.05
-0.00
0.02
(loc)
4-5
4-5
4
4-5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 90 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1,W5: 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, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=625/Mechanical, 4=625/0-5-8 (min. 0-1-8)
Max Horz6=-222(LC 10)
Max Uplift6=-35(LC 12), 4=-35(LC 12)
Max Grav6=690(LC 18), 4=690(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-395/92, 2-7=-256/107, 2-8=-255/106, 3-8=-397/92, 1-6=-572/161, 3-4=-571/161
WEBS 2-5=-291/60, 1-5=-87/340, 3-5=-86/338
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-3-0, Exterior(2R) 6-3-0 to 9-3-0,
Interior(1) 9-3-0 to 12-4-12 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) All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
B6
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:11 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-YGRYMP76FdhY4q1y1lnr5HcFp__ylS1DUjt8XXzw6xo
Scale = 1:61.2
T1 T2
B1
W3 W4
W5
W6 W7W1
W2
W9
W8
1
2
3
4
5
10 9 8 7 611 12 13 14 15 16
4x4
3x6 2x4
3x4
3x4 3x8
3x4
6x8
3x4 3x4
3-3-4
3-3-4
6-3-0
2-11-12
9-3-0
3-0-0
12-6-8
3-3-8
3-3-4
3-3-4
6-3-0
2-11-12
9-3-0
3-0-0
12-6-8
3-3-8
6-
5
-
6
10
-
7
-
6
6-
5
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-2-0,0-1-4], [7:0-3-8,0-4-8], [10:0-4-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.64
0.30
0.45
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.00
0.01
(loc)
6-7
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 277 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 10=929/Mechanical, 6=3279/0-5-8 (min. 0-1-12)
Max Horz10=-219(LC 32)
Max Uplift10=-1412(LC 27), 6=-544(LC 8)
Max Grav10=1014(LC 39), 6=3279(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-478/533, 2-3=-795/396, 3-4=-792/396, 4-5=-1256/313, 1-10=-997/1053,
5-6=-2624/528
BOT CHORD 9-12=-425/410, 12-13=-425/410, 8-13=-425/410, 8-14=-231/976, 7-14=-231/976
WEBS 2-9=-1179/0, 2-8=-39/854, 3-8=-481/538, 4-8=-1147/0, 4-7=0/1190, 1-9=-883/737,
5-7=-413/2051
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1412
, 6=544.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 1057 lb up at
1-9-12, 823 lb up at 3-9-12, 949 lb up at 5-9-12, 1280 lb down and 93 lb up at 7-9-12, and 1280 lb down and 93 lb up at 9-9-12, and
1280 lb down and 93 lb up at 10-8-4 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
B0030-21
Truss
B6
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:11 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-YGRYMP76FdhY4q1y1lnr5HcFp__ylS1DUjt8XXzw6xo
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 6-10=-16
Concentrated Loads (lb)
Vert: 11=322(B) 12=269(B) 13=292(B) 14=-1280(B) 15=-1280(B) 16=-1280(B)
Job
B0030-21
Truss
C1
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:13 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-UeZIn59MnExGJ8BK99qJAiibWncyDJ6Wx1MFcPzw6xm
Scale = 1:55.7
T1
T2
T1
B1
W1 W2
W3 W4 W5 W4 W5 W4 W3
W2 W1HW1
HW1
B21
2
3
4
5 6 7 8
9
10
11
12
19 18 17
16 15 14 13
20 21
22 23 24 25 26 27 28
4x6 4x6
5x7
3x8
5x6
3x4
2x4 3x8
3x8
2x4 3x4
3x4
3x8
3x4
2x4
5x7
3x8
4-1-12
4-1-12
8-0-0
3-10-4
12-11-7
4-11-7
18-0-9
5-1-3
23-0-0
4-11-7
26-10-4
3-10-4
31-0-0
4-1-12
-1-6-0
1-6-0
4-1-12
4-1-12
8-0-0
3-10-4
12-11-7
4-11-7
18-0-9
5-1-3
23-0-0
4-11-7
26-10-4
3-10-4
31-0-0
4-1-12
32-6-0
1-6-0
0-
1
1
-
6
6-
1
-
9
6-
3
-
6
0-
1
1
-
6
6-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-3-0,0-1-12], [8:0-3-0,0-1-12], [9:0-1-12,0-1-8]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.46
0.61
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.25
0.08
0.08
(loc)
15-17
15-17
11
15-17
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 407 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
SLIDER Left 2x4 DF Stud/Std -t 2-5-12, Right 2x4 DF Stud/Std -t 2-5-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except
2-0-0 oc purlins (5-6-5 max.): 5-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=4091/0-3-8 (min. 0-2-3), 11=4091/0-3-8 (min. 0-2-3)
Max Horz2=102(LC 26)
Max Uplift2=-587(LC 8), 11=-587(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5731/802, 3-4=-5630/814, 4-5=-5896/907, 5-20=-4867/777, 6-20=-4872/777,
6-7=-6278/973, 7-21=-4871/777, 8-21=-4866/777, 8-9=-5895/907, 9-10=-5630/814,
10-11=-5731/802
BOT CHORD 2-19=-577/4459, 18-19=-577/4459, 18-22=-826/6276, 22-23=-826/6276, 17-23=-826/6276,
17-24=-826/6276, 16-24=-826/6276, 16-25=-826/6276, 25-26=-826/6276, 15-26=-826/6276,
15-27=-826/6278, 27-28=-826/6278, 14-28=-826/6278, 13-14=-577/4459, 11-13=-577/4459
WEBS 4-19=-412/98, 4-18=-181/817, 5-18=-422/2749, 6-18=-2228/297, 6-17=-146/1117,
7-15=-155/1187, 7-14=-2232/297, 8-14=-422/2750, 9-14=-181/816, 9-13=-411/98
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; 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=587,
11=587.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
Job
B0030-21
Truss
C1
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:13 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-UeZIn59MnExGJ8BK99qJAiibWncyDJ6Wx1MFcPzw6xm
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1112 lb down and 247 lb up at 8-0-0, 360 lb down and 73 lb up at 10-0-12
, 360 lb down and 73 lb up at 12-0-12, 360 lb down and 73 lb up at 14-0-12, 360 lb down and 73 lb up at 15-6-0, 360 lb down and 73 lb up at 16-11-4, 360 lb down and 73 lb
up at 18-11-4, and 360 lb down and 73 lb up at 20-11-4, and 1112 lb down and 247 lb up at 22-11-4 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: 1-5=-86, 5-8=-86, 8-12=-86, 2-11=-16
Concentrated Loads (lb)
Vert: 18=-1112(B) 14=-1112(B) 22=-360(B) 23=-360(B) 24=-360(B) 25=-360(B) 26=-360(B) 27=-360(B) 28=-360(B)
Job
B0030-21
Truss
C2
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:15 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-Q1h2CmAcJrB_ZRLjGasnF7n_DbGwhIopPLrMgIzw6xk
Scale = 1:55.7
T1
T2
T1
B1
W1
W2
W3
W4
W3
W2
W1HW1
HW2
B11
2
3
4
5 6 7
8
9
10
11
14 13 12
15
16
17 18 19 20
21
22
23 24
5x6 5x6
5x8
4x4
4x4
3x8
2x4
5x6
3x8
3x8
2x4
5x8
5x6
5x6
10-0-0
10-0-0
15-6-0
5-6-0
21-0-0
5-6-0
31-0-0
10-0-0
-1-6-0
1-6-0
5-1-12
5-1-12
10-0-0
4-10-4
15-6-0
5-6-0
21-0-0
5-6-0
25-10-4
4-10-4
31-0-0
5-1-12
32-6-0
1-6-0
0-
1
1
-
6
7-
5
-
9
7-
7
-
6
0-
1
1
-
6
7-
5
-
9
8.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [7:0-3-0,0-2-3], [10:0-6-2,0-0-1], [13:0-3-0,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.49
0.62
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.27
0.07
0.03
(loc)
2-14
2-14
10
13
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 178 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -t 3-2-3, Right 2x8 DF SS -t 3-2-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except
2-0-0 oc purlins (5-2-11 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-14, 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1717/0-3-8 (min. 0-1-14), 10=1717/0-5-8 (min. 0-1-13)
Max Horz2=124(LC 11)
Max Uplift2=-130(LC 12), 10=-130(LC 12)
Max Grav2=1732(LC 17), 10=1732(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-2214/136, 3-15=-2083/142, 3-4=-2088/158, 4-16=-1925/136, 5-16=-1868/157,
5-17=-1561/159, 17-18=-1563/159, 6-18=-1565/159, 6-19=-1565/159, 19-20=-1563/159,
7-20=-1561/160, 7-21=-1868/157, 8-21=-1925/136, 8-9=-2088/158, 9-22=-2083/142,
10-22=-2215/136
BOT CHORD 2-14=-48/1738, 14-23=0/1814, 13-23=0/1814, 13-24=0/1814, 12-24=0/1814, 10-12=-45/1646
WEBS 5-14=-1/629, 6-14=-514/43, 6-12=-514/42, 7-12=-2/629
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-6-4, Interior(1) 1-6-4 to 10-0-0, Exterior(2R) 10-0-0 to 14-4-10,
Interior(1) 14-4-10 to 21-0-0, Exterior(2R) 21-0-0 to 25-4-10, Interior(1) 25-4-10 to 32-7-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=130,
10=130.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) 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
B0030-21
Truss
C3
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:16 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-uDFQQ6BE49JrAbvvqIN0oKJ8j?fzQkwyd?bvDkzw6xj
Scale = 1:62.6
T2
T3
T2
B1
W1 W2
W3
W4
W3
W2 W1HW1
HW2
T1 T1
B21
2
3
4
5
6 7
8
9
10
11 12
17 16
15 14 13
18
19
20 21
22
23
24
3x4
5x8 M18SHS 5x8 M18SHS
3x4
5x8
4x4
4x4
3x4
3x4
2x4 3x4 3x8
3x4
2x4
4x8
5x6
5x6
6-1-12
6-1-12
12-0-0
5-10-4
19-0-0
7-0-0
24-10-4
5-10-4
31-0-0
6-1-12
-1-6-0
1-6-0
6-1-12
6-1-12
12-0-0
5-10-4
19-0-0
7-0-0
24-10-4
5-10-4
31-0-0
6-1-12
32-6-0
1-6-0
0-
1
1
-
6
8-
9
-
9
8-
1
1
-
6
0-
1
1
-
6
8-
9
-
9
8.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-4-12,0-2-0], [7:0-5-4,0-2-4], [9:0-1-12,0-1-8], [11:0-6-2,0-0-1]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.50
0.44
0.35
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.22
0.07
0.02
(loc)
14-16
14-16
11
16
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 183 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -t 3-9-5, Right 2x8 DF SS -t 3-9-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except
2-0-0 oc purlins (5-2-5 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1717/0-3-8 (min. 0-1-13), 11=1717/0-5-8 (min. 0-1-13)
Max Horz2=-145(LC 10)
Max Uplift2=-130(LC 12), 11=-130(LC 12)
Max Grav2=1726(LC 17), 11=1719(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-2221/113, 3-18=-2106/124, 3-4=-2108/141, 4-5=-1802/145, 5-19=-1745/147,
6-19=-1707/169, 6-20=-1425/173, 20-21=-1425/173, 7-21=-1425/173, 7-22=-1591/169,
8-22=-1734/149, 8-9=-1790/145, 9-10=-2098/141, 10-23=-2097/124, 11-23=-2211/113
BOT CHORD 2-17=-31/1772, 16-17=-31/1772, 15-16=0/1486, 15-24=0/1486, 14-24=0/1486,
13-14=-28/1656, 11-13=-28/1656
WEBS 4-16=-360/81, 6-16=0/495, 7-14=0/460, 9-14=-363/81
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-6-4, Interior(1) 1-6-4 to 12-0-0, Exterior(2R) 12-0-0 to 16-4-10,
Interior(1) 16-4-10 to 19-0-0, Exterior(2R) 19-0-0 to 23-4-10, Interior(1) 23-4-10 to 32-7-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=130,
11=130.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
C4
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:17 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-MQppdSCsrTRiolU5O?uGKYsKPP_n9Aj6sfKSlAzw6xi
Scale = 1:59.7
T1
T2
T3
B1
W3
W4
W5
W4
W6
W7W1
W2
HW2
T4
B2
1
2
3 4
5
6
7
12 11 10 9 8
13
14 15
16
17 18 19
3x4
4x4 6x8
5x6
3x4
3x8
3x4
3x4 2x4 3x8 M18SHS
3x12
5x6
5x6
9-5-8
9-5-8
12-5-8
3-0-0
19-2-4
6-8-12
26-2-8
7-0-4
4-10-8
4-10-8
9-5-8
4-7-0
12-5-8
3-0-0
19-2-4
6-8-12
26-2-8
7-0-4
3-
1
1
-
1
1
10
-
1
-
9
10
-
3
-
6
1-
1
-
6
10
-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-1-12], [4:0-5-5,Edge], [5:0-3-0,0-3-0], [7:0-9-2,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.44
0.47
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.33
0.04
0.01
(loc)
11-12
11-12
7
7-8
l/defl
>999
>941
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 174 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 4-4-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 5-9, 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1329/0-5-8 (min. 0-1-8), 7=1329/Mechanical
Max Horz12=-199(LC 10)
Max Uplift12=-76(LC 12), 7=-74(LC 12)
Max Grav12=1360(LC 19), 7=1367(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-258/69, 2-14=-1103/134, 3-14=-1087/156, 3-4=-849/152, 4-15=-1094/156,
5-15=-1241/128, 5-6=-1641/124, 6-16=-1658/103, 7-16=-1780/102, 1-12=-269/68
BOT CHORD 12-17=-3/845, 17-18=-3/845, 11-18=-3/845, 10-11=0/952, 9-10=0/952, 8-9=-20/1313,
8-19=-19/1316, 7-19=-19/1316
WEBS 2-11=0/265, 3-11=-45/376, 4-11=-428/75, 4-9=-36/458, 5-9=-583/104, 5-8=0/299,
2-12=-1234/90
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-5-8, Exterior(2E) 9-5-8 to 12-5-8,
Exterior(2R) 12-5-8 to 16-8-7, Interior(1) 16-8-7 to 26-2-8 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, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
C5
Truss Type
Common
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:18 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-qcNBqoDVcmZZQv3IyjPVtlPRqoHDucDF5J40Hdzw6xh
Scale = 1:66.8
T1
T2
B1
W3 W4
W5
W6W1
W2
HW2
T3
B2
1
2
3
4
5
6
10 9 8 7
11 12
13 14 15 16
3x4
5x6
5x6
4x4
3x8
3x4
2x4 4x8 M18SHS
3x12
5x6
5x6
10-11-8
10-11-8
18-5-4
7-5-12
26-2-8
7-9-4
5-7-8
5-7-8
10-11-8
5-4-0
18-5-4
7-5-12
26-2-8
7-9-4
3-
1
1
-
1
1
11
-
3
-
6
1-
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-0,0-3-4], [6:0-9-2,Edge], [10:Edge,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.66
0.65
0.49
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.44
-0.63
0.04
0.02
(loc)
9-10
9-10
6
6-7
l/defl
>718
>496
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 155 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 4-10-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-9, 4-9, 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=1329/0-5-8 (min. 0-1-8), 6=1329/Mechanical
Max Horz10=-216(LC 10)
Max Uplift10=-76(LC 12), 6=-74(LC 12)
Max Grav10=1390(LC 19), 6=1402(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-334/102, 2-11=-1124/147, 3-11=-939/169, 3-12=-1010/169, 4-12=-1178/153,
4-5=-1545/142, 5-6=-1799/119, 1-10=-337/85
BOT CHORD 10-13=0/896, 13-14=0/896, 9-14=0/896, 8-9=-28/1344, 8-15=-28/1344, 7-15=-28/1344,
7-16=-27/1347, 6-16=-27/1347
WEBS 3-9=-69/671, 4-9=-690/129, 4-7=0/326, 2-10=-1174/128
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-11-8, Exterior(2R) 10-11-8 to
13-11-8, Interior(1) 13-11-8 to 26-2-8 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 MT20 plates unless otherwise indicated.
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, with BCDL = 8.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
C6
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:20 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-n?UxFUEl8OpHfDDg38SzyAUjOcxBMO9YYdZ6MVzw6xf
Scale = 1:66.8
T1 T2
B1
W3 W4
W5
W6 W7
W8 W9
W1
W2 HW2
T3
B2
1
2
3
4
5
6
7
13 12 11
10 9 8
14 15 16 17 18 19 20 21
4x4
4x4
5x6
2x4 6x8
3x4
3x4
3x8
4x4
6x8 3x6
6x12
4x4
4x4
5-7-8
5-7-8
10-11-8
5-4-0
15-11-5
4-11-13
20-11-3
4-11-13
26-2-8
5-3-5
5-7-8
5-7-8
10-11-8
5-4-0
15-11-5
4-11-13
20-11-3
4-11-13
26-2-8
5-3-5
3-
1
1
-
1
1
11
-
3
-
6
1-
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-1-12,0-1-8], [4:0-0-12,0-2-0], [5:0-3-0,0-3-0], [8:0-3-12,0-1-8], [9:0-3-8,0-4-4]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.91
0.74
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.20
0.04
0.04
(loc)
9-11
9-11
7
9-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 379 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
SLIDER Right 2x6 DF 1800F 1.6E -t 3-3-1
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 13=3248/0-5-8 (min. 0-1-12), 7=5265/Mechanical
Max Horz13=-214(LC 6)
Max Uplift13=-232(LC 8), 7=-374(LC 8)
Max Grav13=3297(LC 2), 7=5301(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2831/253, 2-3=-3475/358, 3-4=-3474/360, 4-5=-5435/456, 5-6=-6842/515,
6-7=-6924/488, 1-13=-3167/248
BOT CHORD 12-14=-92/2268, 11-14=-92/2268, 10-11=-240/4499, 10-15=-240/4499, 15-16=-240/4499,
9-16=-240/4499, 9-17=-348/5475, 17-18=-348/5475, 18-19=-348/5475, 8-19=-348/5475,
8-20=-348/5475, 20-21=-348/5475, 7-21=-348/5475
WEBS 2-12=-1549/144, 2-11=-184/1076, 3-11=-312/3394, 4-11=-3092/286, 4-9=-219/3262,
5-9=-1328/142, 5-8=-82/1688, 1-12=-139/2636
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.
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=232,
7=374.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1442 lb down and 135 lb up at
12-4-0, 768 lb down and 64 lb up at 14-4-12, 768 lb down and 64 lb up at 16-4-12, 768 lb down and 64 lb up at 18-4-12, 753 lb down
and 59 lb up at 20-4-12, and 730 lb down and 61 lb up at 22-4-12, and 730 lb down and 61 lb up at 24-4-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
Job
B0030-21
Truss
C6
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:20 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-n?UxFUEl8OpHfDDg38SzyAUjOcxBMO9YYdZ6MVzw6xf
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, 7-13=-16
Concentrated Loads (lb)
Vert: 10=-1355(B) 16=-768(B) 17=-768(B) 18=-768(B) 19=-753(B) 20=-721(B) 21=-721(B)
Job
B0030-21
Truss
CJ-01
Truss Type
Diagonal Hip Girder
Qty
3
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:21 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-FB2JTqFNvhx7HMotdrzCVN1?y0QU5_NhnHIguxzw6xe
Scale = 1:37.0
W1
T1 W7
B1W2
W3 W4
W5 W6
1
2
3
4
5
9 8 7 6
10
11
12
13 14 15
2x4
3x4
2x4
3x4 3x6
3x4
3x4
3x4
3-9-15
3-9-15
7-4-5
3-6-7
11-2-4
3-9-15
-2-1-7
2-1-7
3-9-15
3-9-15
7-4-5
3-6-7
11-2-4
3-9-15
0-
1
1
-
6
6-
2
-
1
0
5.66 12
Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [6:0-1-12,0-1-8], [8:0-2-12,0-1-8]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.47
0.16
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.01
0.01
(loc)
7-8
7-8
6
7-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 69 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 9=871/0-4-9 (min. 0-1-8), 6=774/Mechanical
Max Horz9=171(LC 5)
Max Uplift9=-137(LC 8), 6=-152(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-833/151, 2-10=-805/92, 3-10=-708/102, 3-11=-615/130, 4-11=-482/102
BOT CHORD 8-14=-166/656, 7-14=-166/656, 7-15=-136/505, 6-15=-136/505
WEBS 2-8=-110/719, 4-7=0/324, 4-6=-727/152
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) 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) except (jt=lb) 9=137,
6=152.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 29 lb up at 2-9-8, 45
lb down and 29 lb up at 2-9-8, 71 lb down and 69 lb up at 5-7-7, 71 lb down and 69 lb up at 5-7-7, and 114 lb down and 104 lb up at
8-5-6, and 114 lb down and 104 lb up at 8-5-6 on top chord, and 4 lb down at 2-9-8, 4 lb down at 2-9-8, 19 lb down at 5-7-7, 19 lb
down at 5-7-7, and 55 lb down at 8-5-6, and 55 lb down at 8-5-6 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: 1-2=-86, 2-5=-86, 6-9=-16
Concentrated Loads (lb)
Vert: 11=-38(F=-19, B=-19) 12=-229(F=-114, B=-114) 14=-17(F=-9, B=-9) 15=-49(F=-25, B=-25)
Job
B0030-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:23 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-BaA4uVGdRJBrWgyFkG?gao6KSp3kZup_Ebnnzqzw6xc
Scale = 1:37.0
W1
T1
W9
B1
B2 B3
W2
W3
W5
W4
W6
W7 W8
1
2
3
4
5
6
12 11 10
9
8
7
13
14
15
16
17 18
2x4
3x4
2x4
3x4
2x4
3x4
3x8
3x4
4x8
3x4
3x4
1-10-4
1-10-4
3-5-0
1-6-12
7-1-14
3-8-14
11-2-4
4-0-6
-2-1-7
2-1-7
1-10-4
1-10-4
3-5-0
1-6-12
7-1-14
3-8-14
11-2-4
4-0-6
0-
1
1
-
6
6-
2
-
1
0
5-
2
-
1
0
1-
0
-
0
5.66 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [4:0-1-12,0-1-8], [7:0-1-12,0-1-8], [9:0-5-8,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.54
0.37
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.06
0.03
0.02
(loc)
8-9
8-9
7
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 67 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=894/0-7-6 (min. 0-1-8), 7=798/Mechanical
Max Horz12=160(LC 5)
Max Uplift12=-137(LC 8), 7=-151(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-860/147, 2-3=-623/58, 3-13=-1425/192, 4-13=-1396/191, 4-14=-881/144,
5-14=-749/138
BOT CHORD 9-17=-305/1364, 8-17=-304/1361, 8-18=-174/745, 7-18=-174/745
WEBS 2-11=-79/678, 3-11=-611/125, 9-11=-164/518, 3-9=-149/808, 4-8=-646/136, 5-8=-47/410,
5-7=-906/179
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) 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) except (jt=lb) 12=137,
7=151.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 29 lb up at 2-9-8, 45
lb down and 29 lb up at 2-9-8, 61 lb down and 44 lb up at 5-7-7, 61 lb down and 44 lb up at 5-7-7, and 89 lb down and 76 lb up at 8-5-6
, and 89 lb down and 76 lb up at 8-5-6 on top chord, and 4 lb down at 2-9-8, 4 lb down at 2-9-8, 47 lb down and 25 lb up at 5-7-7, 47 lb
down and 25 lb up at 5-7-7, and 76 lb down and 27 lb up at 8-5-6, and 76 lb down and 27 lb up at 8-5-6 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
Continued on page 2
Job
B0030-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:23 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-BaA4uVGdRJBrWgyFkG?gao6KSp3kZup_Ebnnzqzw6xc
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-86, 2-6=-86, 10-12=-16, 7-9=-16
Concentrated Loads (lb)
Vert: 14=-7(F=-4, B=-4) 15=-127(F=-63, B=-63) 17=-95(F=-47, B=-47) 18=-151(F=-76, B=-76)
Job
B0030-21
Truss
D1
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:27 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-4LPbjtK8UXiH?HF0z64ckeH1rRPeVa0a9Dl_6bzw6xY
Scale = 1:62.9
T1
T2
T4
B1
B4W1W2
W3 W4
W12
W13
W14
HW1 HW2
B3
B2
W10W9 W10 W9
W5
W6 W7
W8
T3
1
2
3
4 5 6 7 8 9
10
11
12
20 19 18
14
13
16 15
17
21 22 23 24
25 26 27
28
29
30 31
32
33
4x8
4x4
5x6 5x6 5x6
5x8
4x4
3x4
2x4 5x8
4x8
5x14
3x4
2x4
5x6
5x8 M18SHS
3x4
4x4
4x4
4x4
4-0-4
4-0-4
7-9-0
3-8-12
11-9-0
4-0-0
12-2-8
0-5-8
15-6-11
3-4-3
19-5-8
3-10-13
23-7-4
4-1-12
27-5-8
3-10-4
27-6-0
0-0-8
31-7-4
4-1-4
35-9-0
4-1-12
4-0-4
4-0-4
7-9-0
3-8-12
11-7-13
3-10-13
12-2-8
0-6-11
15-6-11
3-4-3
19-5-8
3-10-13
23-7-4
4-1-12
27-9-0
4-1-12
31-7-4
3-10-4
35-9-0
4-1-12
1-
1
-
6
6-
1
-
9
6-
3
-
6
0-
1
1
-
6
2-
7
-
3
6-
1
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:0-3-0,0-2-3], [5:0-2-8,0-1-8], [8:0-3-0,0-3-0], [9:0-3-0,0-2-0], [10:0-1-12,0-1-8], [12:0-2-1,0-0-6], [14:0-4-12,0-2-8], [16:0-3-0,0-3-4],
[18:0-2-8,0-2-8], [19:0-2-0,0-2-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.51
0.44
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.16
0.10
0.04
(loc)
14-15
14-15
12
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 461 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
SLIDER Left 2x6 DF 1800F 1.6E -t 2-5-15, Right 2x6 DF 1800F 1.6E -t 2-6-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 4-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 1=615/Mechanical, 12=2272/Mechanical, 18=8113/0-5-8 (min. 0-4-5)
Max Horz1=96(LC 7)
Max Uplift1=-423(LC 27), 12=-227(LC 8), 18=-1500(LC 8)
Max Grav1=854(LC 21), 12=2275(LC 20), 18=8113(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-697/736, 2-3=-608/759, 3-4=0/1417, 4-21=0/1155, 5-21=0/1150, 5-22=-164/1757,
6-22=-164/1757, 6-7=-977/174, 7-23=-2890/384, 8-23=-2890/384, 8-24=-3452/420,
9-24=-3452/420, 9-10=-3952/453, 10-11=-4347/457, 11-12=-4427/434
BOT CHORD 1-25=-578/506, 20-25=-578/506, 20-26=-578/506, 19-26=-578/506, 19-27=-3325/403,
18-27=-3305/386, 14-28=-332/3690, 13-28=-326/3564, 13-29=-315/3558, 12-29=-315/3425,
16-30=-108/1056, 15-30=-108/1055, 15-31=-289/2925, 14-31=-289/2925, 18-32=-3864/498,
17-32=-3728/484, 17-33=-1884/291, 16-33=-1762/280
WEBS 3-20=0/1350, 3-19=-1462/36, 4-19=-1012/0, 5-19=-672/4066, 9-14=-173/1647,
10-13=-64/422, 8-14=-42/694, 7-16=-1847/220, 7-15=-254/2363, 8-15=-756/79,
5-18=-5778/765, 5-17=-216/2771, 6-17=-2450/308, 6-16=-414/3462
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 0-6-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 100 lb uplift at joint(s) except (jt=lb) 1=423,
12=227, 18=1500.
Continued on page 2
Job
B0030-21
Truss
D1
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:27 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-4LPbjtK8UXiH?HF0z64ckeH1rRPeVa0a9Dl_6bzw6xY
NOTES-
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 639 lb down and 52 lb up at 1-9-12, 629 lb down and 51 lb up at 3-9-12,
629 lb down and 51 lb up at 5-9-12, 629 lb down and 51 lb up at 7-9-12, 913 lb down and 1428 lb up at 9-10-8, 377 lb down and 75 lb up at 13-8-4, 377 lb down and 74 lb
up at 15-8-4, 360 lb down and 72 lb up at 17-8-4, 360 lb down and 70 lb up at 19-5-8, 360 lb down and 70 lb up at 21-8-4, 360 lb down and 70 lb up at 23-8-4, 360 lb down
and 70 lb up at 25-8-4, 360 lb down and 70 lb up at 27-6-0, 364 lb down and 42 lb up at 29-8-4, and 364 lb down and 39 lb up at 31-8-4, and 364 lb down and 38 lb up at
33-8-4 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: 1-4=-86, 4-9=-86, 9-12=-86, 1-18=-16, 12-14=-16, 14-16=-16, 16-18=-16
Concentrated Loads (lb)
Vert: 20=-609(F) 19=-609(F) 14=-360(B) 13=-364(B) 16=-360(B) 15=-360(B) 17=-377(B) 25=-619(F) 26=-609(F) 27=-913(F) 28=-364(B) 29=-364(B) 30=-360(B)
31=-360(B) 32=-377(B) 33=-360(B)
Job
B0030-21
Truss
E1
Truss Type
Half Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:28 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-YXzzxDKmFrq8cRqDXpbrHsp91qjLE5IjOtVYe2zw6xX
Scale: 1/4"=1'
W1
T1
T2
B1
B4
W8
W9
HW2
B3
B2
W6
W6 W7
W2
W1
W3 W4
W5
1 2 3 4 5
6
7
8
13 12
910
11
14 15 16 17
18
19
3x6
3x4 5x6
6x8
5x6
2x4
5x6
5x8 M18SHS
5x14
3x4
3x4 3x4
3x4
3x4
1-11-12
1-11-12
2-2-8
0-2-12
6-9-4
4-6-12
11-4-0
4-6-12
15-7-8
4-3-8
25-9-0
10-1-8
2-2-8
2-2-8
5-9-12
3-7-4
6-9-4
0-11-8
11-4-0
4-6-12
15-9-0
4-5-0
20-7-4
4-10-4
25-9-0
5-1-12
7-
5
-
9
7-
7
-
6
0-
1
1
-
6
3-
2
-
1
1
7-
5
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [8:0-2-0,0-0-2], [12:0-3-8,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.67
0.53
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.31
0.15
0.03
(loc)
8-9
8-9
8
9
l/defl
>999
>917
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 164 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 3-2-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-1-8 max.): 1-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 1-12, 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=-1041/Mechanical, 8=1095/Mechanical, 12=2548/0-5-8 (min. 0-2-11)
Max Horz13=-198(LC 8)
Max Uplift13=-1041(LC 1), 8=-59(LC 12), 12=-118(LC 12)
Max Grav13=30(LC 12), 8=1095(LC 1), 12=2548(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=0/1010, 1-14=-29/302, 2-14=-29/302, 2-15=-490/73, 3-15=-490/73, 3-4=-1346/80,
4-16=-1547/86, 16-17=-1547/86, 5-17=-1547/86, 5-18=-1823/71, 6-18=-1893/50,
6-19=-2106/142, 7-19=-2139/131, 7-8=-2278/120
BOT CHORD 8-9=-63/1777, 9-10=0/1365, 11-12=-365/194, 10-11=-8/525
WEBS 5-9=0/514, 4-10=-520/70, 4-9=-65/250, 1-12=-1058/37, 2-12=-1304/154, 2-11=-65/1255,
3-11=-1166/108, 3-10=-9/1131
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-9-0, Exterior(2R) 15-9-0 to
19-11-15, Interior(1) 19-11-15 to 25-7-14 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) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
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) 8 except (jt=lb)
13=1041, 12=118.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement
at the bearings. Building designer must provide for uplift reactions indicated.
LOAD CASE(S) Standard
Job
B0030-21
Truss
E2
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:29 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-0jXL8ZLO09y?EbPP5W64q3MJ_E4tzXPtdXE5AUzw6xW
Scale = 1:59.7
T1
T2
T3
B1
B3
W3
W7
W8
W10
W1W2
HW2
B2
W4
W5
W6
W9
T4
1
2 3 4
5
6
7
8
9
14 13
11
1012
15 16 17 18
19
20
2x4
5x10 MT20HS
3x4
5x10 MT20HS
5x14
3x4
6x8
5x6
5x6
5x10 MT20HS
3x4
2x4
5x6
3x8
2x4
1-11-12
1-11-12
2-2-8
0-2-12
7-9-0
5-6-8
13-4-0
5-7-0
13-5-8
0-1-8
13-7-8
0-2-0
14-0-8
0-5-0
19-7-4
5-6-12
25-9-0
6-1-12
1-9-0
1-9-0
7-9-0
6-0-0
13-9-0
6-0-0
19-7-4
5-10-4
25-9-0
6-1-12
27-3-0
1-6-0
7-
9
-
6
8-
9
-
9
8-
1
1
-
6
0-
1
1
-
6
3-
1
0
-
1
1
8-
9
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-6-12,0-2-0], [6:0-1-12,0-1-8], [8:0-2-0,0-0-2], [14:0-3-0,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.72
0.45
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.20
0.15
0.03
(loc)
10-11
10-11
8
10-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 176 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 3-10-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins,
except end verticals, and 2-0-0 oc purlins (5-4-2 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 13-14.
WEBS 1 Row at midpt 2-13, 3-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=2200/0-5-8 (min. 0-2-6), 8=1272/0-5-8 (min. 0-1-8), 14=-726/Mechanical
Max Horz14=-226(LC 10)
Max Uplift13=-31(LC 8), 8=-111(LC 12), 14=-808(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-17=-1386/88, 17-18=-1386/88, 4-18=-1386/88, 4-19=-1637/73, 5-19=-1676/53,
5-6=-1726/49, 6-7=-2195/105, 7-20=-2196/88, 8-20=-2363/77
BOT CHORD 10-11=-8/1831, 8-10=-9/1814, 12-13=0/653, 11-12=0/659
WEBS 2-13=-1086/10, 4-11=0/327, 2-14=-35/629, 3-13=-1436/76, 3-11=0/987, 6-11=-355/117
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-9-0, Exterior(2R) 1-9-0 to 5-11-15, Interior(1) 5-11-15 to 13-9-0,
Exterior(2R) 13-9-0 to 17-11-15, Interior(1) 17-11-15 to 27-4-0 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) 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
8=111, 14=808.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
E3
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:31 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-y6f5ZFNeYmCjTvZoCx8YvURfV2mMRPsA4rjCFMzw6xU
Scale = 1:59.8
T1
T2
T3
B1
B3
W1
HW2
B2
W2 W3
W4W5
W6 W7 W8 W10
W9
W11
W12
T4
1
2
3 4 5
6
7
8
9
10
11
17 16
13
12
15
14
18
19
20
4x4
3x4
3x6
5x8
6x8
5x6
5x6
5x8 M18SHS
3x4
3x4
4x8
3x4
3x4
2x4
7x8
3x4
2x4
1-11-12
1-11-12
2-2-8
0-2-12
3-9-0
1-6-8
11-9-0
8-0-0
13-4-0
1-7-0
13-5-12
0-1-12
13-7-8
0-1-12
19-5-10
5-10-2
25-9-0
6-3-6
2-2-8
2-2-8
3-9-0
1-6-8
7-9-0
4-0-0
11-9-0
4-0-0
13-5-12
1-8-12
18-7-4
5-1-8
19-5-10
0-10-6
25-9-0
6-3-6
27-3-0
1-6-0
7-
9
-
6
10
-
1
-
9
10
-
3
-
6
0-
1
1
-
6
3-
1
1
-
4
10
-
1
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [5:0-2-12,0-0-12], [8:0-1-12,0-1-8], [10:0-2-0,0-0-2], [16:0-3-8,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.72
0.45
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.24
0.17
0.03
(loc)
12-13
12-13
10
12-13
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 203 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 3-11-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-16, 3-15, 4-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 17=-889/Mechanical, 10=1258/0-5-8 (min. 0-1-8), 16=2378/0-5-8 (min. 0-2-9)
Max Horz17=-248(LC 10)
Max Uplift17=-934(LC 24), 10=-106(LC 12), 16=-77(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-40/309, 4-5=-887/86, 5-6=-1594/125, 6-19=-1478/59, 7-19=-1517/46, 7-8=-1643/34,
8-9=-2170/93, 9-20=-2170/76, 10-20=-2341/65, 1-17=0/870
BOT CHORD 12-13=0/1810, 10-12=0/1801, 15-16=-321/198, 14-15=-38/516, 13-14=0/899
WEBS 1-16=-772/85, 2-16=-1347/65, 2-15=-9/1079, 3-15=-252/37, 4-15=-1171/61, 4-14=0/792,
5-14=-652/24, 6-13=-432/130, 5-13=-63/1409, 8-13=-448/125
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-0, Exterior(2R) 3-9-0 to 7-9-0,
Interior(1) 7-9-0 to 11-9-0, Exterior(2R) 11-9-0 to 15-11-15, Interior(1) 15-11-15 to 27-4-0 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) 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
17=934, 10=106.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
E4
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:32 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-QIDUnaNHJ4Ka538_mfgnRi_oQS47AvWJJUTlnpzw6xT
Scale = 1:66.2
T1
T2
T3
B1
B3
W1
HW2
B2
W2 W3
W4
W5
W6 W7
W9
W8
W10
W11 T4
1
2
3 4
5
6
7
8
9 10
16 15
12
11
14
13
17
18
19
20
4x6 4x4
4x4
2x4 6x8
5x6
5x6
6x12
4x4
3x4
3x4
3x8
3x4
5x6
3x4
2x4
2-2-8
2-2-8
5-9-0
3-6-8
9-9-0
4-0-0
13-5-12
3-8-12
13-7-8
0-1-12
19-7-6
5-11-14
25-9-0
6-1-10
2-2-8
2-2-8
5-9-0
3-6-8
9-9-0
4-0-0
13-5-12
3-8-12
19-7-6
6-1-10
25-9-0
6-1-10
27-3-0
1-6-0
7-
9
-
6
11
-
5
-
9
11
-
7
-
6
0-
1
1
-
6
3-
1
1
-
4
11
-
5
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-1-12,0-1-8], [3:0-3-0,0-1-0], [4:0-2-0,0-1-12], [5:0-1-4,0-1-8], [6:0-2-0,Edge], [7:0-1-12,0-1-8], [9:0-2-0,0-0-2], [12:0-2-8,0-2-8], [15:0-3-4
,Edge], [16:0-2-0,0-1-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.78
0.54
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.30
0.21
0.05
(loc)
11-12
11-12
9
11-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 198 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T4: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 3-10-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-16, 2-15, 3-14, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1296/Mechanical, 9=1450/0-5-8 (min. 0-1-8)
Max Horz16=-269(LC 10)
Max Uplift16=-77(LC 12), 9=-113(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-387/139, 2-17=-321/146, 2-18=-765/129, 3-18=-690/141, 3-4=-931/126,
4-5=-1235/138, 5-19=-1938/83, 6-19=-2105/80, 6-7=-2201/57, 7-8=-2679/111,
8-20=-2679/93, 9-20=-2846/82, 1-16=-1257/119
BOT CHORD 11-12=-14/2233, 9-11=-14/2215, 14-15=-97/383, 13-14=-0/643, 12-13=0/1857
WEBS 1-15=-94/1026, 2-15=-1074/99, 2-14=-4/735, 3-14=-692/40, 3-13=-12/809, 4-13=-29/347,
5-12=0/1418, 5-13=-1599/52, 7-12=-374/123
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-0, Exterior(2E) 5-9-0 to 9-9-0,
Exterior(2R) 9-9-0 to 13-11-15, Interior(1) 13-11-15 to 27-4-0 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) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
9=113.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) 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
B0030-21
Truss
E5
Truss Type
Roof Special
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:33 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-uVns_wOv4NSRjDjAKMB0_vX_MrQNvLESY8DJJFzw6xS
Scale = 1:74.3
T1
T2
B1
B3
W7
W8
W9
W1
HW2
B2
W5 W6
W2W3
W4
T3
1
2
3
4
5
6
7 8
13 12
10
911
14 15
4x4
5x6
2x4
6x8
5x6
5x6
3x4
5x6
2x4
6x12
3x8
4x4
3x4
2-2-8
2-2-8
7-9-0
5-6-8
13-5-12
5-8-12
19-6-11
6-0-15
25-9-0
6-2-5
2-2-8
2-2-8
7-9-0
5-6-8
13-7-13
5-10-13
19-6-11
5-10-13
25-9-0
6-2-5
27-3-0
1-6-0
7-
9
-
6
12
-
1
1
-
6
0-
1
1
-
6
3-
1
1
-
4
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-1-12,0-1-8], [3:0-1-4,0-2-0], [4:0-1-4,0-1-8], [5:0-3-0,0-3-0], [7:0-2-0,0-0-2], [10:0-2-8,0-2-8], [12:0-3-4,Edge], [13:0-2-0,0-1-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.76
0.54
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.30
0.22
0.05
(loc)
9-10
9-10
7
9-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 179 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 3-10-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-13, 4-11, 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1296/Mechanical, 7=1450/0-5-8 (min. 0-1-8)
Max Horz13=-291(LC 10)
Max Uplift13=-77(LC 12), 7=-113(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-368/148, 2-14=-944/138, 3-14=-816/152, 3-15=-713/162, 4-15=-958/138,
4-5=-2203/116, 5-6=-2674/143, 6-7=-2843/114, 1-13=-1269/127
BOT CHORD 9-10=-38/2229, 7-9=-38/2212, 11-12=-94/418, 10-11=0/1867
WEBS 4-10=0/1436, 5-10=-373/139, 3-11=-63/425, 4-11=-1668/74, 1-12=-128/1093,
2-12=-1110/136, 2-11=0/623
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-0, Exterior(2R) 7-9-0 to 10-9-0,
Interior(1) 10-9-0 to 27-4-0 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) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
7=113.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
E6
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:34 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-MhKEBGPXrhaHKMINu4iFX73AKFnkel5cmoysrhzw6xR
Scale = 1:74.4
T2 T3
B1
B2 B3
W3
W4 W5 W6
W7
W8
W9
W10
W1
W2 HW2
T1
T4
1
2
3
4
5
6 7
8
9 10
15 14
13
12
11
16 17
4x6
4x4
3x4
3x4 5x7 7x10 MT20HS
3x4
3x8
3x6
5x6
3x4
3x4
6x8
3x6
3x6
4x4
7-11-0
7-11-0
14-0-0
6-1-0
19-8-12
5-8-12
25-8-10
5-11-14
32-0-0
6-3-6
7-11-0
7-11-0
14-0-0
6-1-0
19-8-12
5-8-12
23-8-11
3-11-15
27-8-9
3-11-15
32-0-0
4-3-7
33-6-0
1-6-0
3-
7
-
6
12
-
1
1
-
6
0-
1
1
-
6
3-
1
1
-
4
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-3-0,Edge], [3:0-1-12,0-1-8], [5:0-2-4,0-1-8], [8:0-4-0,0-2-4], [9:0-0-13,0-0-10], [12:0-2-8,0-2-12], [13:0-1-14,0-1-8], [14:0-2-0,0-2-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.69
0.47
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.34
0.26
0.07
(loc)
12
11-12
9
12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 200 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 5-6-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-14, 3-13, 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1616/0-5-8 (min. 0-1-12), 9=1768/0-5-8 (min. 0-1-12)
Max Horz15=-247(LC 10)
Max Uplift15=-91(LC 12), 9=-135(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1567/133, 2-3=-1379/153, 3-16=-1628/165, 4-16=-1452/191, 4-17=-1452/197,
5-17=-1595/182, 5-6=-3119/179, 6-7=-3248/196, 7-8=-3412/187, 8-9=-3592/198,
1-15=-1551/139
BOT CHORD 13-14=0/1235, 12-13=0/2674, 11-12=-44/2936, 9-11=-99/2789
WEBS 3-14=-761/69, 3-13=-145/250, 4-13=-117/1158, 5-13=-2045/105, 5-12=0/1984,
6-12=-321/83, 1-14=-65/1199
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-4-2, Interior(1) 3-4-2 to 14-0-0, Exterior(2R) 14-0-0 to 17-2-6,
Interior(1) 17-2-6 to 33-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb)
9=135.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
F1
Truss Type
Roof Special
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:36 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-J4S_cyQnNIq?agRl?VkjcY9Sg3SI6gRvE6Rzwazw6xP
Scale = 1:75.2
T2 T3
B1
B2 B3W1W2
W3
W4 W5 W6
W7
W8
W9
W10
HW1
HW2
T1 T4
1
2
3
4
5
6
7
8 9
10
11
1213
18 17
16
15
14
19 20
3x6
5x6
3x6
3x12
5x6
5x8
7x8
5x8
3x6
2x4
3x4
3x8
4x4
5x6
3x4
3x4
2x4
3-11-12
3-11-12
11-8-0
7-8-4
17-9-0
6-1-0
23-5-12
5-8-12
29-5-10
5-11-14
35-9-0
6-3-6
3-11-12
3-11-12
11-8-0
7-8-4
17-9-0
6-1-0
23-5-12
5-8-12
27-5-11
3-11-15
31-5-9
3-11-15
35-9-0
4-3-7
37-3-0
1-6-0
1-
1
-
6
12
-
1
1
-
6
0-
1
1
-
6
3-
1
1
-
4
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-9-2,Edge], [5:0-1-12,0-1-8], [7:0-0-8,0-2-0], [12:0-1-14,0-0-2], [15:0-2-8,0-2-12], [17:0-2-0,0-2-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.95
0.53
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.37
0.24
0.07
(loc)
14-15
14-15
12
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 211 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T4: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 2-6-12, Right 2x8 DF SS -t 2-8-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-17, 5-16, 7-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=-559/Mechanical, 12=1668/0-5-8 (min. 0-1-10), 18=2672/0-5-8 (min. 0-2-14)
Max Horz1=-213(LC 10)
Max Uplift1=-559(LC 1), 12=-130(LC 12), 18=-148(LC 12)
Max Grav1=29(LC 12), 12=1668(LC 1), 18=2672(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-66/1008, 2-3=-44/1097, 3-4=-1240/117, 4-5=-1055/142, 5-19=-1418/161,
6-19=-1151/188, 6-20=-1263/186, 7-20=-1388/170, 7-8=-2827/160, 8-9=-2866/178,
9-10=-3024/168, 10-11=-3065/183, 11-12=-3174/164
BOT CHORD 1-18=-728/88, 17-18=-728/88, 16-17=0/925, 15-16=0/2408, 14-15=-33/2712,
12-14=-92/2444
WEBS 3-18=-2523/219, 3-17=-42/1760, 5-17=-905/64, 5-16=-34/389, 6-16=-92/877,
7-16=-1890/94, 7-15=0/1863, 8-15=-352/90
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-6-14, Interior(1) 3-6-14 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-14,
Interior(1) 21-3-14 to 37-4-0 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) 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=559,
12=130, 18=148.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
F2
Truss Type
Roof Special
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:37 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-nG0NqIRP8cysCq0xZCFy8lhdUTorr6S2SmBWS0zw6xO
Scale = 1:81.7
T1
T3 T4
B1
B2 B3
W3
W5
W6
W7
W8 W9 W10
W11
W12
W13
W14
W1
W2 HW2W4
T2
T51
2
3
4
5
6
7
8 9
10
11
12
13
20 19
18 17
16
15
14
21 22
23 24
5x6
3x6
5x6
3x6
3x6 5x8
7x8
5x7
3x4
3x4
3x6
3x4
3x8
3x6
5x6
3x4
3x4
2x4
4x6
3-0-10
3-0-10
3-9-0
0-8-6
11-8-0
7-11-0
17-9-0
6-1-0
23-5-12
5-8-12
29-5-10
5-11-14
35-9-0
6-3-6
3-0-10
3-0-10
7-4-5
4-3-11
11-8-0
4-3-11
17-9-0
6-1-0
23-5-12
5-8-12
27-5-11
3-11-15
31-5-9
3-11-15
35-9-0
4-3-7
37-3-0
1-6-0
2-
4
-
1
0
12
-
1
1
-
6
0-
1
1
-
6
3-
1
1
-
4
3.00 12
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-12,0-2-8], [5:0-1-12,0-1-8], [7:0-2-4,0-1-8], [12:0-1-14,0-0-2], [15:0-2-8,0-2-12], [17:0-3-0,0-2-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.95
0.57
0.84
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.37
0.26
0.07
(loc)
14-15
14-15
12
14-15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 220 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T5: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Right 2x8 DF SS -t 2-8-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 19-20,18-19.
WEBS 1 Row at midpt 4-18, 5-17, 5-16, 7-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 20=-771/Mechanical, 12=1663/0-5-8 (min. 0-1-10), 18=2873/0-5-8 (min. 0-3-2)
Max Horz20=-230(LC 10)
Max Uplift20=-838(LC 17), 12=-131(LC 12), 18=-150(LC 12)
Max Grav20=33(LC 12), 12=1663(LC 1), 18=2950(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-69/966, 2-3=-69/1146, 3-4=-58/1293, 4-5=-1105/220, 5-21=-1399/248,
6-21=-1259/264, 6-22=-1213/268, 7-22=-1379/251, 7-8=-2814/284, 8-9=-2886/316,
9-10=-3013/305, 10-11=-3055/321, 11-12=-3164/311, 1-20=-61/878
BOT CHORD 18-19=-1013/157, 18-23=-56/456, 23-24=-56/456, 17-24=-56/456, 16-17=0/1005,
15-16=-21/2424, 14-15=-130/2703, 12-14=-190/2436
WEBS 2-19=-89/539, 4-18=-2576/273, 4-17=-12/836, 5-17=-810/60, 5-16=-11/412, 6-16=-133/920,
7-16=-1893/176, 7-15=-50/1907, 8-15=-360/119, 10-14=0/276, 1-19=-1148/101,
2-18=-487/160
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-0-10, Interior(1) 3-0-10 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-14
, Interior(1) 21-3-14 to 37-4-0 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) 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=838,
12=131, 18=150.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
F3
Truss Type
Roof Special
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:38 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-FSal1eS1uw4jp_b87vmBhzEtts6KacwChQw3_Szw6xN
Scale = 1:76.5
T1
T3
T4
B1
W3 W4
W5
W6
W7 W8
W9
W10
W1
W2 HW2
T2
T5
B1B2
1
2
3
4
5
6
7
8
9 10
18 17 15
14 13 12 11
19 20
21
16 22 23 24
5x6
3x6
5x6
2x4 3x6 3x4 4x4
3x4
3x8
3x4
3x4
5x6
4x6
5x8
5x6
5x6
3x6
0-3-8
0-3-8
2-3-0
1-11-8
3-0-10
0-9-10
3-11-0
0-10-6
10-4-13
6-5-13
17-9-0
7-4-3
27-4-4
9-7-4
35-9-0
8-4-12
3-0-10
3-0-10
10-4-13
7-4-3
17-9-0
7-4-3
23-7-13
5-10-13
29-6-11
5-10-13
35-9-0
6-2-5
37-3-0
1-6-0
2-
4
-
1
0
12
-
1
1
-
6
0-
1
1
-
6
3.00 12
8.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [4:0-1-12,0-1-8], [7:0-3-0,0-3-0], [9:0-6-2,0-0-1], [15:0-1-12,0-2-0], [18:0-2-8,0-1-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.59
0.62
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.45
0.05
0.03
(loc)
11-13
11-13
9
11-13
l/defl
>999
>841
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 214 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*
W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 3-9-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-13, 6-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings Mechanical except (jt=length) 17=3-11-0, 9=0-5-8, 16=0-3-8.
(lb) - Max Horz18=-230(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 18=-408(LC 17), 18=-309(LC 1), 17=-209(LC 12), 9=-133(LC
12)
Max Grav All reactions 250 lb or less at joint(s) 18, 16 except 17=2238(LC 17), 9=1812(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-41/494, 2-3=-1595/209, 3-4=-1344/227, 4-19=-1484/280, 5-19=-1341/296,
5-20=-1220/303, 6-20=-1422/279, 6-7=-2156/322, 7-8=-2242/275, 8-21=-2240/257,
9-21=-2364/247, 1-18=-55/446
BOT CHORD 16-17=-366/103, 15-16=-366/103, 15-22=-16/1305, 14-22=-16/1305, 13-14=-16/1305,
12-13=-36/1486, 12-23=-36/1486, 23-24=-36/1486, 11-24=-36/1486, 9-11=-120/1773
WEBS 2-17=-1957/307, 2-15=-119/1603, 4-15=-454/99, 4-13=-329/127, 5-13=-165/1023,
6-13=-737/189, 6-11=-56/598, 7-11=-309/143, 1-17=-543/59
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-0-10, Interior(1) 3-0-10 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-14
, Interior(1) 21-3-14 to 37-4-0 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) 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 408 lb uplift at joint 18, 209 lb uplift at joint
17 and 133 lb uplift at joint 9.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
G1
Truss Type
Roof Special
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:40 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-BriVSKUIQXKR3HlWEKpfmOJB9gn92YlU9kPA3Lzw6xL
Scale = 1:90.0
T1
T3
T4
B1W1
W2 W3 W4
W5
W6 W7 W8
W9 W10
HW2
T2
T5
B3B212
3
4
5
6
7
8
9
10
11
12
19 18
17 16 15
14 13
20
21 22
23 24 25
5x6
3x6
5x6
3x6
4x6
4x8
2x4 3x8 3x4
3x4
3x8
3x4
3x4
5x6
5x8
5x6
5x6
3x6
6-0-0
6-0-0
6-2-12
0-2-12
11-3-10
5-0-14
18-7-13
7-4-3
26-0-0
7-4-3
35-7-4
9-7-4
44-0-0
8-4-12
-1-6-0
1-6-0
6-2-5
6-2-5
11-3-10
5-1-5
18-7-13
7-4-3
26-0-0
7-4-3
31-10-13
5-10-13
37-9-11
5-10-13
44-0-0
6-2-5
45-6-0
1-6-0
0-
3
-
1
4
12
-
1
1
-
6
0-
1
1
-
6
3.00 12
8.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [4:0-3-0,0-2-12], [6:0-1-12,0-1-8], [9:0-3-0,0-3-0], [11:0-6-2,0-0-1], [18:0-2-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.73
0.66
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.38
-0.56
0.08
0.06
(loc)
13-15
13-15
11
16-18
l/defl
>999
>806
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 240 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*
W2,W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 3-9-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing.
WEBS 1 Row at midpt 6-15, 8-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 19=2765/0-5-8 (min. 0-2-15), 11=1991/0-5-8 (min. 0-2-2)
Max Horz19=214(LC 11)
Max Uplift19=-298(LC 12), 11=-132(LC 12)
Max Grav19=2765(LC 1), 11=2045(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-616/1595, 3-20=-610/1665, 3-4=-2494/139, 4-5=-2532/257, 5-6=-2281/276,
6-21=-1881/283, 7-21=-1737/313, 7-22=-1643/334, 8-22=-1845/309, 8-9=-2525/352,
9-10=-2616/305, 10-11=-2748/277
BOT CHORD 2-19=-1546/631, 18-19=-1546/641, 17-18=-72/2574, 16-17=-72/2574, 16-23=-67/2131,
15-23=-67/2131, 14-15=-49/1833, 14-24=-49/1833, 24-25=-49/1833, 13-25=-49/1833,
11-13=-132/2073
WEBS 3-19=-2609/457, 3-18=-625/3872, 4-18=-1110/261, 4-16=-475/25, 6-16=0/437,
6-15=-897/168, 7-15=-192/1465, 8-15=-728/194, 8-13=-54/567, 9-13=-290/142
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 2-10-6, Interior(1) 2-10-6 to 26-0-0, Exterior(2R) 26-0-0 to 30-4-13,
Interior(1) 30-4-13 to 45-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 298 lb uplift at joint 19 and 132 lb uplift at
joint 11.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
G2
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:41 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-f1GtffUwBrSIgRKjo2KuJbsN849kn?5eNO9kbnzw6xK
Scale = 1:85.3
T1
T2
T3
T4
B1W1
W2 W3 W4
W5
W6 W7
W8
W7
W9
W10
HW2
T5
B2B212
3
4
5
6 7
8
9
10
11
12
20 19
18 17 16 15
14 13
21
22
23
24 25 26 27
5x6
5x6 5x8 M18SHS
3x6
3x6
3x6
4x8
2x4 3x8
3x4
3x4
3x4 3x8
3x4
2x4
5x8
5x6
5x6
3x6
6-0-0
6-0-0
6-2-12
0-2-12
11-3-10
5-0-14
17-7-13
6-4-3
24-0-0
6-4-3
28-0-0
4-0-0
35-10-4
7-10-4
44-0-0
8-1-12
-1-6-0
1-6-0
6-2-5
6-2-5
11-3-10
5-1-5
17-7-13
6-4-3
24-0-0
6-4-3
28-0-0
4-0-0
35-10-4
7-10-4
44-0-0
8-1-12
45-6-0
1-6-0
0-
3
-
1
4
3-
1
-
1
2
11
-
5
-
9
11
-
7
-
6
0-
1
1
-
6
11
-
5
-
9
3.00 12
8.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [5:0-1-12,0-1-8], [6:0-3-0,0-2-0], [7:0-4-12,0-2-0], [9:0-1-12,0-1-8], [11:0-6-2,0-0-1], [19:0-2-0,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.65
0.57
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.30
0.09
0.05
(loc)
16-17
13-15
11
17-19
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 255 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 4-11-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except
2-0-0 oc purlins (4-8-9 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
5-2-13 oc bracing: 2-20
5-2-5 oc bracing: 19-20.
WEBS 1 Row at midpt 5-16, 6-15, 9-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 20=2765/0-5-8 (min. 0-2-15), 11=1991/0-5-8 (min. 0-2-3)
Max Horz20=191(LC 11)
Max Uplift20=-298(LC 12), 11=-132(LC 12)
Max Grav20=2765(LC 1), 11=2086(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-613/1582, 3-21=-607/1653, 3-4=-2483/175, 4-5=-2611/316, 5-6=-2033/355,
6-7=-1601/346, 7-22=-1911/353, 8-22=-1991/322, 8-9=-2053/321, 9-10=-2592/330,
10-23=-2611/305, 11-23=-2748/304
BOT CHORD 2-20=-1533/628, 19-20=-1533/646, 18-19=-115/2543, 17-18=-115/2543, 17-24=-122/2197,
16-24=-122/2197, 16-25=-17/1660, 15-25=-17/1660, 14-15=-137/2102, 14-26=-137/2102,
13-26=-137/2102, 13-27=-137/2102, 11-27=-137/2102
WEBS 3-20=-2605/469, 3-19=-632/3825, 4-19=-1112/257, 4-17=-379/26, 5-17=0/413,
5-16=-798/158, 6-16=-80/774, 6-15=-287/336, 7-15=-58/623, 9-15=-721/182, 9-13=0/393
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 2-10-6, Interior(1) 2-10-6 to 24-0-0, Exterior(2E) 24-0-0 to 28-0-0,
Exterior(2R) 28-0-0 to 34-2-11, Interior(1) 34-2-11 to 45-7-0 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 20 and 132 lb uplift at
joint 11.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
G3
Truss Type
HIP
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:42 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-7EpGt?VYy8b9IbvvMlr7rpOWCUV1WSTnc2uH8Ezw6xJ
Scale = 1:78.0
T1
T2
T3
T4
B1
W1
W2
W3
W4
W5
W6 W7
W8
W7
W9
W10
HW2
T5
B3B212
3
4
5
6 7
8
9
10
11
19 18
17 16 15
14 13 12
20
21
22 23 24 25
26
27 28
5x6
5x6 5x6
5x6
3x6
4x6
4x8
2x4 3x8 3x4
3x4
3x4 3x8 2x4
5x8
5x6
5x6
3x6
6-0-0
6-0-0
6-2-12
0-2-12
11-3-10
5-0-14
16-7-13
5-4-3
22-0-0
5-4-3
30-0-0
8-0-0
36-10-4
6-10-4
44-0-0
7-1-12
-1-6-0
1-6-0
6-2-5
6-2-5
11-3-10
5-1-5
16-7-13
5-4-3
22-0-0
5-4-3
30-0-0
8-0-0
36-10-4
6-10-4
44-0-0
7-1-12
45-6-0
1-6-0
0-
3
-
1
4
3-
1
-
1
2
10
-
1
-
9
10
-
3
-
6
0-
1
1
-
6
10
-
1
-
9
3.00 12
8.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [5:0-1-12,0-1-8], [6:0-3-0,0-2-0], [7:0-3-4,0-2-4], [8:0-3-0,0-3-0], [10:0-6-2,0-0-1], [18:0-2-4,0-1-8]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.82
0.57
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.40
0.08
0.04
(loc)
13-15
13-15
10
16-18
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 244 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W2,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 4-4-8
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (3-10-14 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
5-3-3 oc bracing: 2-19
5-2-11 oc bracing: 18-19.
WEBS 1 Row at midpt 5-15, 6-13, 8-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 19=2765/0-5-8 (min. 0-2-15), 10=1991/0-5-8 (min. 0-2-2)
Max Horz19=168(LC 11)
Max Uplift19=-298(LC 12), 10=-132(LC 12)
Max Grav19=2765(LC 1), 10=2045(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-608/1565, 3-20=-597/1637, 3-4=-2418/181, 4-21=-2604/314, 5-21=-2421/329,
5-6=-2185/366, 6-22=-1715/347, 22-23=-1715/347, 23-24=-1715/347, 7-24=-1715/347,
7-25=-2147/360, 8-25=-2168/328, 8-9=-2582/339, 9-26=-2579/317, 10-26=-2707/316
BOT CHORD 2-19=-1517/623, 18-19=-1517/640, 17-18=-118/2456, 16-17=-118/2456, 15-16=-143/2194,
15-27=-54/1802, 14-27=-54/1802, 13-14=-54/1802, 12-13=-169/2055, 12-28=-168/2058,
10-28=-168/2058
WEBS 3-19=-2605/481, 3-18=-634/3769, 4-18=-1102/256, 4-16=-297/18, 5-16=0/282,
5-15=-604/140, 6-15=-48/756, 6-13=-259/222, 7-13=-28/605, 8-13=-520/165, 8-12=0/252
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 2-10-6, Interior(1) 2-10-6 to 22-0-0, Exterior(2R) 22-0-0 to 28-2-11,
Interior(1) 28-2-11 to 30-0-0, Exterior(2R) 30-0-0 to 36-2-11, Interior(1) 36-2-11 to 45-7-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 19 and 132 lb uplift at
joint 10.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) 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
B0030-21
Truss
G4
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:44 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-4cx0IhXoUmrtXv2ITAtbwEUuiHAj_Mr43MNOC6zw6xH
Scale = 1:78.1
T1
T2
T3
T4
B1W1
W2 W3
W4 W5
W6
W7
W8
W7
W6
W9 W10
HW2
T5
B3B212
3
4
5
6 7 8
9
10
11
12
13
21 20
19 18 17
16 15 14
22
23
24 25
26
27 28 29 30
5x6
5x6 5x10 MT20HS
3x6
3x6
4x6
4x8
2x4 4x12
3x4
3x8 2x4
3x8
3x8
3x4
2x4
5x8
5x6
5x6
4x6
6-0-0
6-0-0
6-2-12
0-2-12
11-3-10
5-0-14
20-0-0
8-8-6
26-0-0
6-0-0
32-0-0
6-0-0
37-10-4
5-10-4
44-0-0
6-1-12
-1-6-0
1-6-0
6-2-5
6-2-5
11-3-10
5-1-5
15-7-13
4-4-3
20-0-0
4-4-3
26-0-0
6-0-0
32-0-0
6-0-0
37-10-4
5-10-4
44-0-0
6-1-12
45-6-0
1-6-0
0-
3
-
1
4
3-
1
-
1
2
8-
9
-
9
8-
1
1
-
6
0-
1
1
-
6
8-
9
-
9
3.00 12
8.00 12
Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [6:0-3-0,0-2-3], [8:0-6-12,0-2-0], [10:0-1-12,0-1-8], [12:0-6-2,0-0-1], [20:0-5-8,0-2-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.69
0.62
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.30
-0.46
0.09
0.06
(loc)
18-20
18-20
12
18-20
l/defl
>999
>980
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 248 lb FT = 0%
GRIP
220/195
165/146
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*
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x8 DF SS -t 3-9-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except
2-0-0 oc purlins (4-7-12 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
5-3-4 oc bracing: 2-21
5-2-10 oc bracing: 20-21.
WEBS 1 Row at midpt 7-18, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 21=2765/0-5-8 (min. 0-2-15), 12=1991/0-5-8 (min. 0-2-2)
Max Horz21=146(LC 11)
Max Uplift21=-298(LC 12), 12=-132(LC 12)
Max Grav21=2765(LC 1), 12=2041(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-607/1571, 3-22=-595/1644, 3-4=-2515/177, 4-23=-3036/274, 5-23=-2942/285,
5-6=-2381/357, 6-24=-1924/337, 24-25=-1926/337, 7-25=-1928/336, 7-8=-1863/340,
8-9=-2222/357, 9-10=-2317/333, 10-26=-2489/332, 11-26=-2611/330, 11-12=-2742/308
BOT CHORD 2-21=-1523/621, 20-21=-1523/640, 20-27=-151/2245, 19-27=-151/2245, 19-28=-151/2245,
18-28=-151/2245, 18-29=-108/2167, 17-29=-108/2167, 16-17=-108/2167, 16-30=-108/2167,
15-30=-108/2167, 14-15=-174/2062, 12-14=-174/2062
WEBS 3-21=-2618/474, 3-20=-626/3834, 4-20=-1327/188, 5-20=-4/494, 5-18=-424/126,
6-18=-83/898, 7-18=-530/86, 7-17=0/296, 7-15=-605/52, 8-15=-54/780, 10-15=-323/133
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 2-10-6, Interior(1) 2-10-6 to 20-0-0, Exterior(2R) 20-0-0 to 26-0-0,
Interior(1) 26-0-0 to 32-0-0, Exterior(2R) 32-0-0 to 38-2-11, Interior(1) 38-2-11 to 45-7-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 21 and 132 lb uplift at
joint 12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
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
B0030-21
Truss
H1
Truss Type
Hip
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:45 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-YoVOV1XQF3zk93dU1uOqTR029hT8jjXEI07xkYzw6xG
Scale = 1:66.1
T1
T2
T1
B1
B3
B4 B5
B6
W1
W2
W3
W4
W6
W5
W7
W8
W9
W11
W10
W12
HW1
HW2B21
2
3
4
5 6 7 8
9
10
11 12
21 20 19 18
17 16 15
14 13
22
23 24 25 26 27
28
29
5x6 5x8 M18SHS
4x12
5x6
5x6
3x6 3x4
4x6
4x6
3x4 3x12
3x8
2x4
3x8
4x12
6x8
3x12
4x4
5x8
7x8
10-0-0
10-0-0
15-7-8
5-7-8
21-3-0
5-7-8
26-0-0
4-9-0
33-6-8
7-6-8
34-7-8
1-1-0
36-0-0
1-4-8
-1-6-0
1-6-0
5-1-12
5-1-12
10-0-0
4-10-4
15-7-8
5-7-8
21-3-0
5-7-8
26-0-0
4-9-0
33-6-8
7-6-8
34-7-8
1-1-0
36-0-0
1-4-8
37-6-0
1-6-0
0-
1
1
-
6
7-
5
-
9
7-
7
-
6
0-
1
1
-
6
1-
0
-
0
7-
5
-
9
8.00 12
Plate Offsets (X,Y)-- [2:0-7-2,Edge], [5:0-3-0,0-2-3], [8:0-4-12,0-2-0], [9:0-1-4,0-2-0], [10:0-1-4,0-3-4], [15:0-6-0,0-1-8], [17:0-6-0,0-4-4], [19:0-3-8,0-1-12]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.71
0.74
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.36
0.23
0.07
(loc)
15-16
15-16
11
16-17
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 223 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B3: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -t 3-2-3, Right 2x8 DF SS -t 1-7-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except
2-0-0 oc purlins (3-9-15 max.): 5-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-21, 7-16, 9-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1972/0-5-8 (min. 0-2-2), 11=1972/0-5-8 (min. 0-2-2)
Max Horz2=-126(LC 10)
Max Uplift2=-144(LC 12), 11=-144(LC 12)
Max Grav2=1974(LC 17), 11=1972(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-2618/159, 3-22=-2476/168, 3-4=-2476/181, 4-5=-2317/181, 5-23=-1889/179,
23-24=-1891/179, 24-25=-1893/179, 6-25=-1893/179, 6-7=-2663/211, 7-26=-2196/189,
26-27=-2193/190, 8-27=-2192/190, 8-28=-2634/179, 9-28=-2810/147, 9-10=-4025/160,
10-11=-2282/108
BOT CHORD 2-21=-62/2037, 20-21=-31/2340, 20-29=-31/2340, 19-29=-31/2340, 7-17=0/330,
16-17=-32/2695, 15-16=-164/3831, 9-15=0/553, 13-14=-46/327, 11-13=-16/1393
WEBS 5-21=-15/834, 6-21=-828/49, 6-19=-387/50, 17-19=-44/2210, 6-17=-6/610, 7-16=-957/48,
8-16=0/998, 9-16=-1683/153, 13-15=0/1682, 10-15=-116/2305, 10-13=-1375/0
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 2-0-4, Interior(1) 2-0-4 to 10-0-0, Exterior(2R) 10-0-0 to 15-1-2,
Interior(1) 15-1-2 to 26-0-0, Exterior(2R) 26-0-0 to 31-1-2, Interior(1) 31-1-2 to 37-7-0 zone; cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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, with BCDL = 8.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2 and 144 lb uplift at joint
11.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0030-21
Truss
H2
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:49 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-QakvLObxJIT9egxFGjTmdHBjJIoOfXTpDe59tKzw6xC
Scale = 1:70.2
T1
T2
T1
B1
B3
B4 B5
B6
W1 W2
W3 W4 W5 W6 W5
W8
W7 W9 W10 W9 W11
W12 W13
W14 W16
W17HW1
HW2
T3
B2
W15
1 2
3
4
5 6 7 8 9 10 11
12
13
14
1516
29 28 27 26 25 24
23 22 21 20
19
18 17
30 31 32
33 34 35 36 37 38
39 40 41
5x6 3x6
6x8
4x8
4x8 3x8 M18SHS
4x6
4x6
3x8 M18SHS
5x6
3x4
2x4
4x4 4x8
2x4 3x8
4x8
10x10
2x4
4x8
6x8
4x4
3x4
4x4
5x6
9x10 M18SHS
5x10 MT20HS
4-1-12
4-1-12
8-0-0
3-10-4
12-5-0
4-5-0
16-10-0
4-5-0
21-3-0
4-5-0
24-7-8
3-4-8
28-0-0
3-4-8
30-9-4
2-9-4
33-6-8
2-9-4
34-7-8
1-1-0
36-0-0
1-4-8
-1-6-0
1-6-0
4-1-12
4-1-12
8-0-0
3-10-4
12-5-0
4-5-0
16-10-0
4-5-0
21-3-0
4-5-0
24-7-8
3-4-8
28-0-0
3-4-8
30-9-4
2-9-4
33-6-8
2-9-4
34-7-8
1-1-0
36-0-0
1-4-8
37-6-0
1-6-0
0-
1
1
-
6
6-
1
-
9
6-
3
-
6
0-
1
1
-
6
1-
0
-
0
6-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [2:0-5-10,0-0-12], [4:0-1-12,0-1-8], [5:0-3-0,0-2-0], [7:0-1-12,0-1-8], [11:0-5-5,Edge], [12:0-1-12,0-1-8], [14:0-3-4,0-1-8], [15:Edge,0-7-7], [18:0-4-0,0-0-12],
[19:0-7-4,0-5-12], [23:0-7-12,0-6-12], [24:0-4-0,0-0-4], [25:0-3-8,0-2-0]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.76
0.91
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.35
-0.49
0.26
0.15
(loc)
22-23
22-23
15
23
l/defl
>999
>874
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
M18SHS
Weight: 521 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 2x6 DF 1800F 1.6E *Except*
B3,B5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W8,W15: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E -t 2-5-12, Right 2x6 DF 1800F 1.6E -t 1-6-10
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except
2-0-0 oc purlins (4-3-5 max.): 5-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=4712/0-5-8 (min. 0-2-8), 15=4724/0-5-8 (min. 0-2-8)
Max Horz2=104(LC 7)
Max Uplift2=-665(LC 8), 15=-664(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6657/920, 3-4=-6563/933, 4-5=-6910/1036, 5-30=-7484/1125, 6-30=-7488/1124,
6-7=-7486/1124, 7-8=-10069/1462, 8-31=-8709/1277, 9-31=-8709/1277, 9-10=-8709/1277,
10-32=-8713/1278, 11-32=-8711/1278, 11-12=-8329/1220, 12-13=-9009/1261,
13-14=-13050/1730, 14-15=-5864/789
BOT CHORD 2-29=-672/5209, 28-29=-672/5209, 27-28=-672/5209, 27-33=-743/5763, 33-34=-743/5763,
26-34=-743/5763, 26-35=-1080/8248, 35-36=-1080/8248, 25-36=-1080/8248,
25-37=-134/1012, 37-38=-134/1012, 24-38=-134/1012, 23-24=-56/465, 8-23=-202/1606,
23-39=-1324/10139, 39-40=-1319/10111, 22-40=-1316/10081, 22-41=-884/6897,
21-41=-884/6897, 20-21=-963/7496, 19-20=-1384/10801, 18-19=-112/894, 13-19=-388/3313,
17-18=-181/1398, 15-17=-475/3811
WEBS 4-29=-496/108, 4-27=-177/951, 5-27=-191/1086, 5-26=-386/2939, 6-26=-442/68,
7-26=-1322/170, 7-25=-1340/181, 23-25=-987/7547, 7-23=-340/2650, 8-22=-2392/318,
10-22=-428/66, 11-22=-429/3228, 11-21=-282/1759, 12-21=-833/109, 12-20=-70/805,
13-20=-3520/447, 17-19=-496/4066, 14-17=-4252/545, 14-19=-932/7224
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 0-9-0 oc, 2x4 - 1 row 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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.
Continued on page 2
Job
B0030-21
Truss
H2
Truss Type
Hip Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:49 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-QakvLObxJIT9egxFGjTmdHBjJIoOfXTpDe59tKzw6xC
NOTES-
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 665 lb uplift at joint 2 and 664 lb uplift at joint 15.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1112 lb down and 247 lb up at 8-0-0, 360 lb down and 73 lb up at 10-0-12
, 360 lb down and 73 lb up at 12-0-12, 360 lb down and 73 lb up at 14-0-12, 360 lb down and 73 lb up at 16-0-12, 360 lb down and 73 lb up at 17-11-4, 360 lb down and 73
lb up at 19-11-4, 360 lb down and 72 lb up at 21-11-4, 360 lb down and 72 lb up at 23-11-4, and 360 lb down and 72 lb up at 25-11-4, and 1135 lb down and 246 lb up at
27-11-4 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: 1-5=-86, 5-11=-86, 11-16=-86, 2-24=-16, 19-23=-16, 15-18=-16
Concentrated Loads (lb)
Vert: 27=-1112(F) 21=-1135(F) 33=-360(F) 34=-360(F) 35=-360(F) 36=-360(F) 37=-360(F) 38=-360(F) 39=-360(F) 40=-360(F) 41=-360(F)
Job
B0030-21
Truss
J1
Truss Type
Jack-Open
Qty
8
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:50 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-umIHYkbZ4bb0FqWRqR_?AVk1kiMTOBlzSIqiQmzw6xB
Scale = 1:14.1
T1
B1
HW1
1
2
3
4
53x8
4x4
1-11-11
1-11-11
-1-6-0
1-6-0
1-11-11
1-11-11
0-
1
1
-
6
2-
3
-
2
1-
9
-
1
5
2-
3
-
2
8.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-0-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.15
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
0.00
0.00
(loc)
2
2-5
4
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 12 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 2x6 DF 1800F 1.6E -t 1-7-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 4=30/Mechanical, 2=291/0-3-8 (min. 0-1-8), 5=16/Mechanical
Max Horz2=58(LC 12)
Max Uplift4=-20(LC 9), 2=-43(LC 12)
Max Grav4=33(LC 17), 2=291(LC 1), 5=35(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 1-11-9 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
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 20 lb uplift at joint 4 and 43 lb uplift at joint 2.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
J2
Truss Type
Jack-Open
Qty
6
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:51 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-Nysfm4cBrvjtt_5eN8VEjiGCv6gU7e?6gyaFyCzw6xA
Scale = 1:20.6
T1
B1
HW1
1
2
3
6
7
4
53x8
4x4
3-11-11
3-11-11
-1-6-0
1-6-0
3-11-11
3-11-11
0-
1
1
-
6
3-
7
-
2
3-
1
-
1
5
3-
7
-
2
8.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-0-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.10
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.01
0.00
(loc)
2-5
2-5
4
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 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 2x6 DF 1800F 1.6E -t 2-6-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 4=141/Mechanical, 2=363/0-3-8 (min. 0-1-8), 5=31/Mechanical
Max Horz2=88(LC 12)
Max Uplift4=-49(LC 12), 2=-31(LC 12)
Max Grav4=141(LC 1), 2=363(LC 1), 5=70(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 49 lb uplift at joint 4 and 31 lb uplift at joint 2.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
J3
Truss Type
Jack-Open
Qty
6
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:52 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-r9Q1zQdpbDrkV7gqxs0TFwpHxW_Rs5FFvcJpUezw6x9
Scale = 1:26.9
T1
B1
HW1
1
2
3
6
4
53x8
4x4
4x4
5-11-11
5-11-11
-1-6-0
1-6-0
5-11-11
5-11-11
0-
1
1
-
6
4-
1
1
-
2
4-
5
-
1
5
4-
1
1
-
2
8.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-0-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.55
0.25
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.12
0.04
0.00
(loc)
2-5
2-5
4
2
l/defl
>999
>615
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 29 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 2x6 DF 1800F 1.6E -t 3-9-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 4=236/Mechanical, 2=456/0-3-8 (min. 0-1-8), 5=47/Mechanical
Max Horz2=118(LC 12)
Max Uplift4=-76(LC 12), 2=-24(LC 12)
Max Grav4=236(LC 1), 2=456(LC 1), 5=106(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 76 lb uplift at joint 4 and 24 lb uplift at joint 2.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
J4
Truss Type
Jack-Open
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:53 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-JL_QBmeSMWzb6HE0VZYio7MY3vKubYUP8G3M05zw6x8
Scale = 1:20.6
T1
B1
B2 B3
HW1
1
2
3
4
8
7
9
5
6
3x8
5x6
2x4
2x4
2x4
2-5-8
2-5-8
3-11-11
1-6-3
-1-6-0
1-6-0
2-5-8
2-5-8
3-11-11
1-6-3
0-
1
1
-
6
3-
7
-
2
2-
7
-
2
3-
1
-
1
5
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-1], [7:0-2-0,0-0-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.14
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.01
0.01
(loc)
7
7
6
7
l/defl
>999
>999
n/a
>999
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 *Except*
B2: 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 1-9-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 5=102/Mechanical, 2=363/0-5-8 (min. 0-1-8), 6=70/Mechanical
Max Horz2=88(LC 12)
Max Uplift5=-24(LC 12), 2=-31(LC 12), 6=-8(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 24 lb uplift at joint 5, 31 lb uplift at joint 2 and
8 lb uplift at joint 6.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
J5
Truss Type
Jack-Open
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:53 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-JL_QBmeSMWzb6HE0VZYio7MWSvEGbYUP8G3M05zw6x8
Scale = 1:28.1
T1
B1
B2 B3HW1
1
2
3
4
8
7
9
5
6
3x8
5x6
2x4
2x4
4x6
2-5-8
2-5-8
5-11-11
3-6-3
-1-6-0
1-6-0
2-5-8
2-5-8
5-11-11
3-6-3
0-
1
1
-
6
4-
1
1
-
2
0-
5
-
3
4-
5
-
1
5
3-
1
1
-
2
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-0-1]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.31
0.59
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.05
0.06
(loc)
6-7
6-7
6
6-7
l/defl
>892
>589
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 28 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 1-9-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 5=185/Mechanical, 2=456/0-5-8 (min. 0-1-8), 6=98/Mechanical
Max Horz2=118(LC 12)
Max Uplift5=-47(LC 12), 2=-24(LC 12), 6=-4(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-346/0, 3-9=-252/0
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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 47 lb uplift at joint 5, 24 lb uplift at joint 2 and
4 lb uplift at joint 6.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
K1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:54 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-nXYoO6e47q5SkRpD3H3xKLui7JjIK_EYNwowZXzw6x7
Scale = 1:27.9
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
17 18
4x4
12-0-0
12-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
13-6-0
1-6-0
0-
1
1
-
6
4-
1
1
-
6
0-
1
1
-
6
8.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.25
0.03
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.03
0.00
(loc)
9
9
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 61 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 10-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-0-0.
(lb) - Max Horz16=-97(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11
Max Grav All reactions 250 lb or less at joint(s) 14, 15, 12, 11 except 16=271(LC 23), 10=271(LC 24), 13=268(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-7-0 to 1-5-0, Exterior(2N) 1-5-0 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0,
Exterior(2N) 9-0-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12,
11.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
K2
Truss Type
Common
Qty
2
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:55 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-Fk6AbSfiu8DJMbOPc_aAtYRs?j1R3RbibZYT5zzw6x6
Scale = 1:29.6
T1 T1
B1
W1
HW1 HW1
1
2
3
4
5
6
7
8
4x4
3x8
5x6
5x6
3x8
5x6
5x6
2x4
6-0-0
6-0-0
12-0-0
6-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
13-6-0
1-6-0
0-
1
1
-
6
4-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-6-2,0-0-1], [4:0-2-0,0-2-4], [6:0-6-2,0-0-1]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.30
0.16
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
-0.01
(loc)
6-8
6-8
6
2-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 68 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 3-8-4, Right 2x8 DF SS -t 3-8-4
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=748/0-5-8 (min. 0-1-8), 6=748/0-5-8 (min. 0-1-8)
Max Horz2=-79(LC 10)
Max Uplift2=-75(LC 12), 6=-75(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-706/89, 3-4=-520/106, 4-5=-520/106, 5-6=-706/89
BOT CHORD 2-8=0/433, 6-8=0/433
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0,
Interior(1) 9-0-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
K3
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:57 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-B6Dw08hyQlT1bvYnkPceyzWDeXgqXDc?3t1a9szw6x4
Scale = 1:29.2
T1
T2
B1
W2
W1
W2
W1
HW1 HW1
1
2
3
4
5
6
7
8
10 9 11
4x4
4x8
4x4
4x8
4x4
6x8
2x4
6x8
2x4
4-1-3
4-1-3
7-10-13
3-9-11
12-0-0
4-1-3
-1-6-0
1-6-0
3-1-12
3-1-12
6-0-0
2-10-4
8-10-4
2-10-4
12-0-0
3-1-12
0-
1
1
-
6
4-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [5:0-2-0,0-1-8], [8:0-5-14,0-0-4], [9:0-3-8,0-4-8], [10:0-3-8,0-4-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.23
0.36
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
0.01
0.01
(loc)
8-9
8-9
8
9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 150 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
SLIDER Left 2x6 DF 1800F 1.6E -t 1-10-11, Right 2x6 DF 1800F 1.6E -t 1-10-11
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.
REACTIONS.(lb/size) 8=2996/0-5-8 (min. 0-1-10), 2=1703/0-5-8 (min. 0-1-8)
Max Horz2=77(LC 7)
Max Uplift8=-243(LC 8), 2=-170(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2150/173, 3-4=-2062/186, 4-5=-1953/207, 5-6=-3325/339, 6-7=-3435/317,
7-8=-3489/301
BOT CHORD 2-10=-101/1590, 9-10=-94/1667, 9-11=-211/2735, 8-11=-211/2735
WEBS 5-9=-274/2865
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 0-4-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) 8=243,
2=170.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2259 lb down and 243 lb up at 8-1-8
, and 1079 lb down and 75 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
Job
B0030-21
Truss
K3
Truss Type
Common Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:57 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-B6Dw08hyQlT1bvYnkPceyzWDeXgqXDc?3t1a9szw6x4
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-5=-86, 5-8=-86, 2-8=-16
Concentrated Loads (lb)
Vert: 9=-2259(F) 11=-1079(F)
Job
B0030-21
Truss
K4
Truss Type
Roof Special
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:58 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-fJnJETiaB3ctD27_I67tVB3OIw11Gnx8HXm7iIzw6x3
Scale = 1:30.2
T1
T2
B1
B2
W1
W2
HW1
W4W3
1
2
3
4
5
6
8 7
4x4
2x4
3x8
5x6
4x8
2x4
3x4
2-1-8
2-1-8
8-0-0
5-10-8
-1-6-0
1-6-0
2-1-8
2-1-8
6-0-0
3-10-8
8-0-0
2-0-0
0-
1
1
-
6
4-
1
1
-
6
3-
0
-
1
1
0-
6
-
1
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-0-2], [5:0-1-12,0-1-8], [8:0-3-0,0-2-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.24
0.23
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.11
0.01
0.01
(loc)
7-8
7-8
7
8
l/defl
>999
>880
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 1-11-15
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=555/0-5-8 (min. 0-1-8), 7=380/Mechanical
Max Horz2=106(LC 11)
Max Uplift2=-66(LC 12), 7=-22(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-649/144, 3-4=-549/152, 4-5=-571/252
BOT CHORD 2-8=-251/410
WEBS 5-8=-246/407, 5-7=-280/130
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 6-0-0, Exterior(2E) 6-0-0 to 7-10-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
K5
Truss Type
Roof Special
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:58 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-fJnJETiaB3ctD27_I67tVB3PSw2gGnv8HXm7iIzw6x3
Scale = 1:30.2
T1
T2
B1
B2
W1
W2
HW1
W4W3
1
2
3
4
5
6
8 7
4x4
2x4
3x8
5x6
4x8
2x4
3x4
4-1-8
4-1-8
8-0-0
3-10-8
-1-6-0
1-6-0
4-1-8
4-1-8
6-0-0
1-10-8
8-0-0
2-0-0
0-
1
1
-
6
4-
1
1
-
6
2-
4
-
1
1
1-
2
-
1
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-0-2], [5:0-1-8,0-1-8], [8:0-3-0,0-2-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.16
0.13
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
0.00
(loc)
2-8
2-8
7
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 2-8-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=555/0-5-8 (min. 0-1-8), 7=380/Mechanical
Max Horz2=93(LC 9)
Max Uplift2=-64(LC 12), 7=-23(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-586/100, 3-4=-459/114, 4-5=-462/226
BOT CHORD 2-8=-187/359
WEBS 5-8=-226/411, 5-7=-309/119
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 6-0-0, Exterior(2E) 6-0-0 to 7-10-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
K6
Truss Type
Roof Special
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:04:59 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-8VLhRpiCyMkkqCiArqf61ObVaKMh?FeHWBWhElzw6x2
Scale = 1:30.2
T1
T2
B1
B2
W1
HW1
W3W2
1
2
3
4
5
7 6
2x4
3x8
5x6
5x6
4x4 3x4
5x6
6-1-8
6-1-8
8-0-0
1-10-8
-1-6-0
1-6-0
6-0-0
6-0-0
8-0-0
2-0-0
0-
1
1
-
6
4-
1
1
-
6
1-
8
-
1
1
1-
1
0
-
1
1
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-0-2], [4:0-3-4,Edge], [7:0-1-12,0-0-12]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.46
0.27
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
-0.00
-0.01
(loc)
2-7
2-7
6
7
l/defl
>999
>704
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 47 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x8 DF SS -t 3-9-2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=555/0-5-8 (min. 0-1-8), 6=380/Mechanical
Max Horz2=85(LC 9)
Max Uplift2=-62(LC 12), 6=-26(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-431/26
WEBS 4-6=-347/108
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 6-0-0, Exterior(2E) 6-0-0 to 7-10-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
LAY01
Truss Type
Lay-In Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:00 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-chv3f9jrjgsbSMHMPXALac8npkmokh_RlrFEmBzw6x1
Scale = 1:72.4
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
B2
1
2
3
4
5
6
7
8
9
10
11
20 19 18 17 16 15 14 13 123x4
4x4
3x4
5x6
19-9-14
19-9-14
9-10-15
9-10-15
19-9-14
9-10-15
0-
0
-
4
11
-
1
0
-
1
5
0-
0
-
4
14.42 12
Plate Offsets (X,Y)-- [19:0-3-0,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.02
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 141 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.
WEBS 1 Row at midpt 6-16, 5-17, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 19-9-14.
(lb) - Max Horz1=-226(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 11, 17, 18, 19, 20, 15, 14, 13, 12 except 1=-128(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 20, 15, 14, 13, 12
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 9-10-15, Exterior(2R) 9-10-15 to
12-10-15, Interior(1) 12-10-15 to 19-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) 11, 17, 18, 19, 20, 15,
14, 13, 12 except (jt=lb) 1=128.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
LAY02
Truss Type
Lay-In Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:02 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-Y41p3rl5FH6JhgRlXyCpf1D7MYSNCcukC9kLr3zw6x?
Scale = 1:52.3
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST11
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
3x4
4x4
3x4
14-9-14
14-9-14
7-4-15
7-4-15
14-9-14
7-4-15
0-
0
-
4
8-
1
0
-
1
4
0-
0
-
4
14.42 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.04
0.02
0.12
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: 90 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.
WEBS 1 Row at midpt 5-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 14-9-14.
(lb) - Max Horz1=-167(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 16, 12, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 10
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-4-15, Interior(1) 3-4-15 to 7-4-15, Exterior(2R) 7-4-15 to 10-4-15
, Interior(1) 10-4-15 to 14-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 15, 16, 12, 11
, 10.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
LAY03
Truss Type
Lay-In Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:03 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-0GbCHBlj0bEAJq?x4fj2CEmEFxnqx1HtRpUuNWzw6x_
Scale = 1:73.8
W1
T1
T2
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
ST5
B2
1
2
3
4
5
6
7
8
9
10
20 19 1817 16 15 14 13 12 11
4x4
3x4
3x4
17-7-3
17-7-3
7-8-4
7-8-4
17-7-3
9-10-15
2-
8
-
1
11
-
1
0
-
1
5
0-
0
-
4
14.42 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.22
0.07
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
10
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 135 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.
WEBS 1 Row at midpt 5-15, 4-16, 6-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 17-7-3.
(lb) - Max Horz20=-245(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 20, 16, 17, 14, 13, 12, 11 except 10=-188(LC 11), 15=-148(LC 10),
19=-141(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 20, 10, 16, 17, 19, 14, 13, 12, 11 except 15=353(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-278/292, 5-6=-278/292, 8-9=-270/247, 9-10=-293/288
WEBS 5-15=-385/311
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-4, Exterior(2R) 7-8-4 to 10-8-4,
Interior(1) 10-8-4 to 17-3-7 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) 20, 16, 17, 14, 13, 12,
11 except (jt=lb) 10=188, 15=148, 19=141.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M1
Truss Type
JACK-CLOSED
Qty
16
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:04 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-US8aUXmLnvM1xza8eNEHkSJKAL1BgV81gTDSuyzw6wz
Scale = 1:38.3
W1
T1 W4
B1
W2 W3
1
2
3
4
6 5
7
3x4
2x4
2x4
3x4
4x4
8-0-0
8-0-0
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
0-
1
1
-
6
6-
3
-
6
8.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.53
0.44
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.33
0.00
0.00
(loc)
5-6
5-6
5
6
l/defl
>499
>277
n/a
****
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
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) 6=558/0-3-8 (min. 0-1-8), 5=376/Mechanical
Max Horz6=172(LC 9)
Max Uplift6=-60(LC 12), 5=-57(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-310/187
WEBS 3-6=-301/58, 3-5=-279/172
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) 6, 5.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M2
Truss Type
Jack-Closed
Qty
4
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:05 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-yfiyitnzXCUuZ79KC4lWHfrYWlQQPupAu7z?ROzw6wy
Scale = 1:39.1
W1
T1
W7
B1
B2 B3
W2
W3 W5
W4
W6
1
2
3
4
5
10 9 8
7 6
11
2x4
3x4
2x4
3x6
2x4
3x4
3x8
3x4
4x8
1-4-8
1-4-8
2-5-8
1-1-0
8-0-0
5-6-8
-1-6-0
1-6-0
1-4-8
1-4-8
2-5-8
1-1-0
8-0-0
5-6-8
0-
1
1
-
6
6-
3
-
6
5-
3
-
6
1-
0
-
0
8.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [7:0-5-4,0-1-8]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.37
0.25
0.43
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
0.02
0.01
(loc)
6-7
6-7
6
7
l/defl
>999
>980
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 49 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 10=558/0-5-8 (min. 0-1-8), 6=376/Mechanical
Max Horz10=161(LC 9)
Max Uplift10=-59(LC 12), 6=-56(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-548/131, 2-3=-291/39, 3-4=-656/162
BOT CHORD 9-10=-295/204, 6-7=-447/719
WEBS 7-9=-238/275, 3-7=-301/630, 4-6=-734/413
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-4-8, Interior(1) 1-4-8 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) 10, 6.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M3
Truss Type
Jack-Closed
Qty
5
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:06 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-RrGKvCocIWclAHkWmoHlqtOm49o18PyJ7niYzrzw6wx
Scale = 1:37.0
W1
T1
W5
B1
W2
W3
W4
1
2
3
4
7
6
5
8
9
2x4
3x4
2x4
3x4
3x6
3x4
4-0-0
4-0-0
8-0-0
4-0-0
-1-6-0
1-6-0
4-0-0
4-0-0
8-0-0
4-0-0
0-
1
1
-
6
6-
3
-
6
3-
9
-
3
2-
5
-
1
1
2-
6
-
3
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-1-12,0-1-8], [6:0-2-12,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.19
0.10
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
6
6-7
5
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 45 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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) 7=558/0-5-8 (min. 0-1-8), 5=376/Mechanical
Max Horz7=145(LC 9)
Max Uplift7=-52(LC 12), 5=-54(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-533/164, 2-8=-569/55, 8-9=-404/69, 3-9=-404/71
BOT CHORD 6-7=-288/198, 5-6=-216/424
WEBS 2-6=0/399, 3-5=-405/173
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M4
Truss Type
Jack-Closed
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:07 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-v1qi7YpE3qkcoRJiJVo_M4xtlZ5CtsOTMRS6VHzw6ww
Scale = 1:37.0
W1
T1
W5
B1
B2
W2
W3 W4
1
2
3
4
7
6
58
9
2x4
3x4
2x4
3x4
4x4
3x4
6-6-8
6-6-8
8-0-0
1-5-8
-1-6-0
1-6-0
6-6-8
6-6-8
8-0-0
1-5-8
0-
1
1
-
6
6-
3
-
6
4-
3
-
0
2-
0
-
5
8.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-1-12,0-1-8], [6:0-2-0,0-2-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.45
0.29
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.17
-0.00
0.00
(loc)
6-7
6-7
5
6
l/defl
>994
>550
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 50 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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) 7=558/0-5-8 (min. 0-1-8), 5=376/Mechanical
Max Horz7=150(LC 9)
Max Uplift7=-54(LC 12), 5=-56(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-507/179, 2-8=-419/24, 8-9=-280/36, 3-9=-254/52
BOT CHORD 6-7=-300/208
WEBS 3-5=-639/295
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M5
Truss Type
Jack-Closed
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:07 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-v1qi7YpE3qkcoRJiJVo_M4xv3Z7mtsITMRS6VHzw6ww
Scale = 1:37.0
W1
T1
W5
B1
B2W2
W3 W4
1
2
3
6
5
4
7
8
2x4
3x4
2x4
3x4 4x6
3x4
4-6-8
4-6-8
8-0-0
3-5-8
4-6-8
4-6-8
8-0-0
3-5-8
0-
1
1
-
6
6-
3
-
6
4-
1
1
-
0
1-
4
-
5
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [5:0-3-0,0-2-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.30
0.13
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
0.00
(loc)
5-6
5-6
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 45 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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) 6=393/Mechanical, 4=393/Mechanical
Max Horz6=144(LC 9)
Max Uplift6=-9(LC 12), 4=-58(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-358/81, 1-7=-526/66, 7-8=-405/71, 2-8=-353/79
BOT CHORD 5-6=-279/203, 4-5=-210/375
WEBS 1-5=-20/387, 2-4=-470/213
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) 6, 4.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M6
Truss Type
Jack-Closed
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:08 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-NEO5Kupsq7sTQbuvtDJDvIT26ySbcGlcb5Bf1jzw6wv
Scale = 1:37.0
W1
T1 W5
B1
B2
W2
W3 W41
2
3
6
5
4
7
8
2x4
3x4
2x4
3x4 4x4
3x4
2-6-8
2-6-8
8-0-0
5-5-8
2-6-8
2-6-8
8-0-0
5-5-8
0-
1
1
-
6
6-
3
-
6
5-
7
-
0
0-
8
-
5
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [5:0-2-0,0-2-4]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.41
0.22
0.29
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.08
0.01
0.01
(loc)
4-5
4-5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 44 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 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) 6=393/Mechanical, 4=393/Mechanical
Max Horz6=152(LC 9)
Max Uplift6=-11(LC 12), 4=-59(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-374/69, 1-2=-616/111
BOT CHORD 5-6=-289/213, 4-5=-307/505
WEBS 1-5=-81/510, 2-4=-532/276
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) 6, 4.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M7
Truss Type
Monopitch Structural Gable
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:09 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-rQyTXEqUbR_K1lT5RwqSRV0CXMofLl7mplxCa9zw6wu
Scale = 1:20.4
T1
W3
B1
W1 W2
ST3
ST4
ST2
ST1
1
2
3
4
6
5
15
16
7 3x4
3x4
3x4
6-3-8
6-3-8
7-2-12
0-11-4
8-5-8
1-2-12
11-3-10
2-10-2
-1-6-0
1-6-0
7-2-12
7-2-12
11-3-10
4-0-14
0-
3
-
1
4
3-
1
-
1
2
3.00 12
Plate Offsets (X,Y)-- [2:0-3-4,Edge], [10:0-1-13,0-1-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.49
0.23
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.07
-0.00
0.01
(loc)
2-7
2-7
6
2-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 49 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=384/0-3-8 (min. 0-1-8), 6=702/2-5-8 (min. 0-1-8), 7=181/0-3-8 (min. 0-1-8)
Max Horz2=82(LC 11)
Max Uplift2=-72(LC 8), 6=-138(LC 9)
Max Grav2=384(LC 1), 6=702(LC 1), 7=221(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-15=-241/321
WEBS 3-6=-740/296, 3-5=-162/262
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-7 to 1-5-9, Interior(1) 1-5-9 to 11-1-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 6=138.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0030-21
Truss
M8
Truss Type
Monopitch Girder
Qty
1
Ply
2
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:10 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-JcWrlar6Ml6Bfu2H?eLh_jZREm7D4Eiv2Pgm6czw6wt
Scale: 1/2"=1'
T1
W1
B1
HW11
2
3
4
5 6
3x6
4x4
2x4
2x4
5-0-0
5-0-0
5-0-0
5-0-0
0-
1
1
-
6
4-
3
-
6
8.00 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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.24
0.21
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.04
-0.00
0.01
(loc)
1-4
1-4
4
1-4
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 60 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -t 2-10-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=681/0-5-8 (min. 0-1-8), 4=568/0-5-8 (min. 0-1-8)
Max Horz1=103(LC 5)
Max Uplift1=-28(LC 8), 4=-54(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 25 lb up at 1-0-12,
and 377 lb down and 27 lb up at 3-0-12 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: 1-3=-86, 1-4=-16
Concentrated Loads (lb)
Vert: 5=-377(B) 6=-377(B)
Job
B0030-21
Truss
M9
Truss Type
Roof Special Girder
Qty
1
Ply
1
Pocock(RP1/11)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Tue Jan 12 10:05:11 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:oC3O72Coktvha8r8zjdRBXzwO8g-np4Dywsk72E1H2dUYLswWw5b6APupcD2H3QJe2zw6ws
Scale = 1:25.6
T1
T2
W7
B1
W1 W2
W3 W4
W5 W6
1
2
3
4
5
6
11
9 8 7
12 13
10
4x4
2x4
4x4
3x8
3x4
2x4
3x4
3x4
3x4
4-11-3
4-11-3
6-0-0
1-0-13
8-1-6
2-1-6
11-3-10
3-2-3
12-5-8
1-1-14
-1-6-0
1-6-0
4-11-3
4-11-3
8-1-6
3-2-3
11-3-10
3-2-3
12-5-8
1-1-14
0-
3
-
1
4
3-
1
-
1
2
3-
1
1
-
0
3.00 12
8.00 12
Plate Offsets (X,Y)-- [2:0-11-4,0-1-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.29
0.50
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.01
0.02
(loc)
2-11
2-11
9
2-11
l/defl
>999
>841
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 69 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-5-8 except (jt=length) 2=0-3-8, 10=0-3-8.
(lb) - Max Horz2=100(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 9, 8, 10 except 7=-185(LC 1), 2=-100(LC 4)
Max Grav All reactions 250 lb or less at joint(s) 7, 8 except 2=1280(LC 1), 9=920(LC 1), 10=538(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-801/43, 3-4=-65/632
BOT CHORD 2-12=-77/734, 12-13=-77/734, 11-13=-77/734, 10-11=-77/734, 9-10=-77/734, 8-9=-585/46
WEBS 3-11=-111/447, 3-9=-1407/98, 4-9=-728/72, 4-8=-21/610, 5-8=-372/33
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8, 10 except (jt=lb)
7=185, 2=100.
5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 31 lb up at 0-0-12
on top chord, and 482 lb down and 42 lb up at 2-0-12, and 482 lb down and 42 lb up at 4-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
7) 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: 1-5=-86, 5-6=-86, 2-7=-16
Concentrated Loads (lb)
Vert: 2=-379(B) 12=-482(B) 13=-482(B)