HomeMy WebLinkAboutGARAGE TRUSS SPECS - 21-00028 - 881 Oak Way - New SFR.pdfJob
B0043-21
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:18 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-mlNpKCohBBuAbumGtP09xhAMafh8ZWsuAa?tv?zvSg3
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 10)
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
B0043-21
Truss
A2
Truss Type
Common
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:19 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-ExxBXYpJyV11D2LSQ6XOTviVK3yUIzp1PEkRSRzvSg2
Scale = 1:47.1
T1
T2
B1
W2
W1
W2
W1
HW1
HW1
B21
2
3
4
5
6
7
8
10 9
11 12
13 14
4x6
4x8
4x4
4x4
4x8
4x4
4x4
5x6 3x4
2x4 2x4
7-5-3
7-5-3
14-6-13
7-1-11
22-0-0
7-5-3
-1-6-0
1-6-0
5-7-12
5-7-12
11-0-0
5-4-4
16-4-4
5-4-4
22-0-0
5-7-12
0-
1
1
-
6
8-
3
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [5:0-3-0,0-1-12], [8:0-5-14,0-0-4], [10:0-3-0,0-3-0]
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
0.33
0.35
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.15
0.03
0.01
(loc)
9-10
9-10
8
9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 118 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E - 3-5-14, Right 2x6 DF 1800F 1.6E -t 3-5-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=1117/0-3-8 (min. 0-1-8), 2=1263/0-3-8 (min. 0-1-8)
Max Horz2=129(LC 11)
Max Uplift8=-62(LC 12), 2=-106(LC 12)
Max Grav8=1135(LC 18), 2=1263(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1484/102, 3-4=-1369/120, 4-11=-1307/150, 5-11=-1214/164, 5-12=-1224/170,
6-12=-1319/156, 6-7=-1375/125, 7-8=-1490/108
BOT CHORD 2-10=-39/1171, 10-13=0/844, 13-14=0/844, 9-14=0/844, 8-9=-35/1105
WEBS 5-9=-50/563, 6-9=-360/114, 5-10=-47/545, 4-10=-343/112
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 11-0-0, Exterior(2R) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=106.
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
B0043-21
Truss
A3
Truss Type
Common
Qty
2
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:20 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-j8UZlupxjo9uqBwe_q2d06Fg4SIj1Q3BduU__uzvSg1
Scale = 1:47.1
T1
T2
B1
W2
W1
W2
W1
HW1
HW1
B21
2
3
4
5
6
7
8
10 9
11 12
13 14
4x6
4x8
4x4
4x4
4x8
4x4
4x4
5x6 3x4
2x4 2x4
7-5-3
7-5-3
14-6-13
7-1-11
22-0-0
7-5-3
-1-6-0
1-6-0
5-7-12
5-7-12
11-0-0
5-4-4
16-4-4
5-4-4
22-0-0
5-7-12
0-
1
1
-
6
8-
3
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [5:0-3-0,0-1-12], [8:0-5-14,0-0-4], [10:0-3-0,0-3-0]
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
0.33
0.35
0.24
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.15
0.03
0.01
(loc)
9-10
9-10
8
9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 118 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -t 3-5-14, Right 2x6 DF 1800F 1.6E -t 3-5-14
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=1117/Mechanical, 2=1263/0-3-8 (min. 0-1-8)
Max Horz2=129(LC 11)
Max Uplift8=-62(LC 12), 2=-106(LC 12)
Max Grav8=1135(LC 18), 2=1263(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1484/102, 3-4=-1369/120, 4-11=-1307/150, 5-11=-1214/164, 5-12=-1224/170,
6-12=-1319/156, 6-7=-1375/125, 7-8=-1490/108
BOT CHORD 2-10=-39/1171, 10-13=0/844, 13-14=0/844, 9-14=0/844, 8-9=-35/1105
WEBS 5-9=-50/563, 6-9=-360/114, 5-10=-47/545, 4-10=-343/112
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 11-0-0, Exterior(2R) 11-0-0 to 14-0-0,
Interior(1) 14-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) 8 except (jt=lb) 2=106.
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
B0043-21
Truss
B1G
Truss Type
Common Structural Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:22 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-fWcK9arBEQPc4V416F555XKxAG_QVAjU5Cz52mzvSg?
Scale = 1:66.0
T2
T3
B1
W3
W4 W5
W6
W7
W8
W1
W2
W10
W9
ST10ST8
ST9
ST6
ST7
ST4
ST5
ST2
ST3
ST1
ST11
T1
T4
B2
1
2
3
4
5
6
7
8
13 12 11 10
9
32 33
34 35
3x4
6x8 M18SHS
3x4
3x4
4x4
3x4
5x8
3x4
4x4
3x4
4x4 3x4
5x6
8-1-12
8-1-12
14-11-4
6-9-8
22-3-14
7-4-10
30-0-0
7-8-2
4-2-10
4-2-10
8-1-12
3-11-2
14-11-4
6-9-8
22-3-14
7-4-10
30-0-0
7-8-2
1-
0
-
6
10
-
1
1
-
1
4
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:Edge,0-1-0], [9:Edge,0-1-8], [11:0-4-0,0-3-0], [13:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.68
0.33
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.02
0.01
(loc)
10-11
10-11
9
10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 222 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*
W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 6-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1583/0-3-8 (min. 0-1-13), 13=358/0-2-0 (min. 0-1-8), 9=1089/Mechanical
Max Horz13=-179(LC 10)
Max Uplift12=-101(LC 12), 13=-12(LC 12), 9=-59(LC 12)
Max Grav12=1673(LC 17), 13=402(LC 23), 9=1121(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-427/22, 2-3=-341/31, 4-32=-754/124, 5-32=-536/142, 5-33=-582/136, 6-33=-779/117,
6-7=-1134/104, 7-8=-1392/86, 1-13=-344/41, 8-9=-1026/93
BOT CHORD 11-35=-26/1016, 10-35=-26/1016, 9-10=-94/651
WEBS 3-12=-268/73, 4-12=-1287/133, 4-11=0/726, 6-11=-724/115, 6-10=0/296, 8-10=0/431
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=30ft; 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 14-11-4, Exterior(2R) 14-11-4 to
17-11-4, Interior(1) 17-11-4 to 29-10-4 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) 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 MT20 plates unless otherwise indicated.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9 except (jt=lb)
12=101.
12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0043-21
Truss
C1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:25 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-35ISoct4XLnAxzocnNeojAyReTzxiVewnABle5zvSfy
Scale = 1:81.4
T2
T3
T4
T5
B1
W1 W2
W3 W4
W5 W6
W7
W8 W9
W10 W11 W12 W11 W12 W11 W13
W14 W15HW1
HW2B1B2
1
2
3
4
5
6
7
8
9 10 11
12
13
14
15
16
27 26 25 24
23 22 21
20 19 18 17
28 29
30 31
32 33
3x6
5x6
5x6 5x6
4x12
4x4
4x8
3x4
2x4 4x4
4x4
5x6
3x4
4x8
4x4
5x8 2x4 6x8
3x8 3x4
4x8
3x4
2x4
5x7
3x8
4x8
4-2-10
4-2-10
8-1-12
3-11-2
11-6-8
3-4-12
14-11-4
3-4-12
22-0-0
7-0-12
26-3-7
4-3-7
30-8-9
4-5-3
35-0-0
4-3-7
38-10-4
3-10-4
43-0-0
4-1-12
4-2-10
4-2-10
8-1-12
3-11-2
11-6-8
3-4-12
14-11-4
3-4-12
18-5-10
3-6-6
22-0-0
3-6-6
26-3-7
4-3-7
30-8-9
4-5-3
35-0-0
4-3-7
38-10-4
3-10-4
43-0-0
4-1-12
44-6-0
1-6-0
1-
0
-
6
6-
1
-
9
10
-
1
1
-
1
4
0-
1
1
-
6
6-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [1:0-8-2,Edge], [3:0-1-12,0-1-8], [5:0-1-12,0-1-12], [6:0-1-12,0-1-8], [8:0-0-8,0-2-0], [9:0-3-0,0-2-3], [12:0-3-0,0-2-3], [13:0-1-12,0-1-8], [19:0-3-8,0-4-8],
[22:0-4-0,0-2-0]
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
0.73
0.47
0.99
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.32
0.05
0.08
(loc)
19-21
19-21
15
19-21
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 649 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 *Except*
W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E -t 2-6-13, Right 2x4 DF Stud/Std -t 2-5-12
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except
2-0-0 oc purlins (5-7-0 max.): 9-12.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size) 1=-1165/Mechanical, 26=5379/0-3-8 (min. 0-2-14), 15=4198/0-3-8 (min. 0-2-4)
Max Horz1=-184(LC 25)
Max Uplift1=-1449(LC 20), 26=-495(LC 8), 15=-469(LC 8)
Max Grav1=153(LC 8), 26=5379(LC 1), 15=4198(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-237/2232, 2-3=-227/2260, 3-4=-236/2460, 4-5=-232/2546, 5-6=-227/445,
6-7=-971/169, 7-8=-987/170, 8-9=-4912/530, 9-28=-4090/414, 10-28=-4093/414,
10-11=-6391/706, 11-29=-4997/616, 12-29=-4992/616, 12-13=-6047/714, 13-14=-5800/639,
14-15=-5900/628
BOT CHORD 1-27=-1767/241, 26-27=-1767/241, 25-26=-2076/316, 24-25=-366/188, 23-24=-57/2017,
23-30=-57/2017, 30-31=-57/2017, 22-31=-57/2017, 21-22=-438/5570, 20-21=-438/5570,
20-32=-438/5570, 19-32=-438/5570, 19-33=-559/6391, 18-33=-559/6391, 17-18=-438/4593,
15-17=-438/4593
WEBS 3-26=-642/101, 5-26=-4762/453, 5-25=-307/3730, 6-25=-3319/297, 6-24=-186/2611,
7-24=-129/727, 8-24=-3223/377, 8-22=-538/5253, 9-22=-2945/337, 10-22=-2480/282,
10-21=0/392, 10-19=-342/1442, 11-19=-57/1463, 11-18=-2289/149, 12-18=-322/2846,
13-18=-141/640, 13-17=-382/81
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=43ft; 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) 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.
Continued on page 2
Job
B0043-21
Truss
C1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:25 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-35ISoct4XLnAxzocnNeojAyReTzxiVewnABle5zvSfy
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1449, 26=495, 15=469.
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) 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.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2025 lb down and 175 lb up at 30-1-8, 371 lb down and 71 lb up at
30-11-4, and 371 lb down and 71 lb up at 32-11-4, and 1122 lb down and 246 lb up at 34-11-4 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: 1-7=-86, 7-9=-86, 9-12=-86, 12-16=-86, 1-15=-16
Concentrated Loads (lb)
Vert: 19=-371(F) 18=-1122(F) 32=-2025(F) 33=-371(F)
Job
B0043-21
Truss
C2
Truss Type
Roof Special
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:26 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-XHsq?yuiIev1Y6NoL591GNVfDtHeR0o30qxJAXzvSfx
Scale = 1:81.4
T2
T3
T4
T5
B1
W1
W2 W3
W4 W5
W6
W7
W8
W7
W9
W10HW1
HW2B3B2
1
2
3
4
5
6
7 8
9
10
11
12
13
20 19
18 17 16
15 14
21
22
23 24
25
26
27 28 29 30
3x6
5x6
6x8
3x8
5x6
3x6 3x4
2x4
4x4
4x8
6x8
3x4 2x4
3x8
3x8
2x4
5x8
4x4
4x4
3x6
8-1-12
8-1-12
14-11-4
6-9-8
20-0-0
5-0-12
26-6-0
6-6-0
33-0-0
6-6-0
43-0-0
10-0-0
4-2-10
4-2-10
8-1-12
3-11-2
14-11-4
6-9-8
20-0-0
5-0-12
26-6-0
6-6-0
33-0-0
6-6-0
37-10-4
4-10-4
43-0-0
5-1-12
44-6-0
1-6-0
1-
0
-
6
7-
5
-
9
10
-
1
1
-
1
4
0-
1
1
-
6
7-
5
-
9
8.00 12
Plate Offsets (X,Y)-- [1:0-6-2,0-0-1], [5:0-1-12,0-2-0], [7:0-2-8,0-2-4], [9:0-5-5,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
0.55
0.64
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.27
0.07
0.04
(loc)
16-17
12-14
12
16
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 256 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 2-8-1, Right 2x6 DF 1800F 1.6E -t 3-2-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except
2-0-0 oc purlins (4-10-0 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-20, 7-19, 8-17, 8-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=-46/Mechanical, 20=2759/0-3-8 (min. 0-3-2), 12=1809/0-3-8 (min. 0-1-15)
Max Horz1=-184(LC 10)
Max Uplift1=-351(LC 24), 20=-156(LC 12), 12=-136(LC 12)
Max Grav1=287(LC 23), 20=2909(LC 17), 12=1852(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-212/664, 2-3=-118/673, 3-4=-18/731, 4-5=-1/817, 5-21=-954/145, 6-21=-830/165,
6-22=-725/172, 7-22=-905/150, 7-23=-1666/193, 8-23=-1668/193, 8-24=-1730/195,
24-25=-1728/195, 9-25=-1726/195, 9-26=-2065/193, 10-26=-2117/173, 10-11=-2272/194,
11-12=-2381/172
BOT CHORD 1-20=-482/104, 20-27=-668/133, 19-27=-668/133, 18-19=-15/1702, 18-28=-15/1702,
17-28=-15/1702, 17-29=-39/2049, 16-29=-39/2049, 15-16=-39/2049, 15-30=-39/2049,
14-30=-39/2049, 12-14=-82/1787
WEBS 3-20=-369/74, 5-20=-2386/202, 5-19=-48/1712, 6-19=-66/521, 7-19=-1788/177, 7-17=0/646,
8-17=-587/35, 8-16=0/330, 8-14=-532/42, 9-14=-2/691
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=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-4, Interior(1) 4-1-4 to 14-11-4, Exterior(2R) 14-11-4 to 19-2-14,
Interior(1) 19-2-14 to 33-0-0, Exterior(2R) 33-0-0 to 37-3-10, Interior(1) 37-3-10 to 44-7-0 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=351,
20=156, 12=136.
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
B0043-21
Truss
C3
Truss Type
Roof Special
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:27 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-?UQDDHvK3y1uAGy_uohGob1qnHfNATLDEUgsj_zvSfw
Scale = 1:81.4
T2
T3
T4
T5
B1
W1
W2 W3
W4
W5 W6 W7
W6
W8
W9 W10HW1
HW2
T6
B1B2
1
2
3
4
5
6
7 8
9
10
11
12
13
14
21 20 19 18
17 16 15
22 23 24 25
26
27 28 29 30
3x6
5x6
5x6
5x10 MT20HS
3x6
3x8
5x6
3x6 3x4
2x4
4x4
3x8
3x4
3x4
3x8
3x4
2x4
5x8
4x4
4x4
3x6
8-1-12
8-1-12
18-0-0
9-10-4
24-6-0
6-6-0
31-0-0
6-6-0
36-10-4
5-10-4
43-0-0
6-1-12
4-2-10
4-2-10
8-1-12
3-11-2
14-11-4
6-9-8
18-0-0
3-0-12
24-6-0
6-6-0
31-0-0
6-6-0
36-10-4
5-10-4
43-0-0
6-1-12
44-6-0
1-6-0
1-
0
-
6
8-
9
-
9
10
-
1
1
-
1
4
0-
1
1
-
6
8-
9
-
9
8.00 12
Plate Offsets (X,Y)-- [1:0-6-2,0-0-1], [5:0-1-12,0-2-0], [7:0-2-4,0-2-4], [9:0-6-12,0-2-0], [11:0-1-12,0-1-8], [19:0-3-6,0-1-8]
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
0.56
0.48
0.72
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.29
0.05
0.04
(loc)
19-21
19-21
13
18
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 265 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 Left 2x8 DF SS -t 2-8-1, Right 2x6 DF 1800F 1.6E -t 3-9-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except
2-0-0 oc purlins (4-7-7 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-21, 7-19, 8-18, 8-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=64/0-4-0 (min. 0-1-8), 21=2624/0-3-8 (min. 0-3-0), 13=1834/0-3-8 (min. 0-1-15)
Max Horz1=-184(LC 10)
Max Uplift1=-255(LC 24), 21=-133(LC 12), 13=-140(LC 12)
Max Grav1=324(LC 23), 21=2804(LC 17), 13=1867(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-273/524, 2-3=-178/536, 3-4=-4/584, 4-5=0/655, 5-22=-1283/162, 6-22=-1152/182,
6-7=-1526/244, 7-23=-1740/221, 8-23=-1743/221, 8-24=-1623/210, 24-25=-1623/210,
9-25=-1620/210, 9-26=-1932/212, 10-26=-1968/193, 10-11=-2028/189, 11-12=-2333/181,
12-13=-2457/159
BOT CHORD 1-21=-380/148, 21-27=-524/100, 20-27=-524/100, 19-20=-524/100, 19-28=0/1326,
28-29=0/1326, 18-29=0/1326, 17-18=-13/1746, 17-30=-13/1746, 16-30=-13/1746,
15-16=-67/1841, 13-15=-67/1841
WEBS 3-21=-337/71, 5-21=-2251/192, 5-19=-33/1659, 6-19=-138/1171, 7-19=-1724/220,
7-18=-54/762, 8-18=-507/96, 8-16=-265/44, 9-16=-9/597, 11-16=-351/90
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=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-4, Interior(1) 4-1-4 to 14-11-4, Exterior(2E) 14-11-4 to 18-0-0,
Interior(1) 18-0-0 to 31-0-0, Exterior(2R) 31-0-0 to 35-3-10, Interior(1) 35-3-10 to 44-7-0 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) 1=255,
21=133, 13=140.
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
B0043-21
Truss
C4
Truss Type
Roof Special
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:29 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-ysXzdzwabZHcQa6N0Djkt07BF5LOeMLWin9znszvSfu
Scale = 1:86.3
T2
T3 T4
T5
B1
W1
W2 W3
W4
W5
W6 W7
W6
W8
W9
W10HW1
HW2
T6
B3B2
1
2
3
4
5
6
7 8 9
10
11
12
13
20 19 18 17
16 15 14
21
22 23
24
25
26 27 28
29 30
3x6
5x8 M18SHS
5x6
5x8 M18SHS
5x6
4x8
5x6
3x6 3x4
2x4
4x4
4x8
3x4
3x4
3x8 2x4
5x8
4x4
4x4
3x6
8-1-12
8-1-12
16-0-0
7-10-4
22-6-0
6-6-0
29-0-0
6-6-0
35-10-4
6-10-4
43-0-0
7-1-12
4-2-10
4-2-10
8-1-12
3-11-2
14-11-4
6-9-8
16-0-0
1-0-12
22-6-0
6-6-0
29-0-0
6-6-0
35-10-4
6-10-4
43-0-0
7-1-12
44-6-0
1-6-0
1-
0
-
6
10
-
1
-
9
10
-
1
1
-
1
4
0-
1
1
-
6
10
-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [1:0-6-2,0-0-1], [5:0-1-12,0-2-0], [7:0-2-8,0-2-4], [9:0-5-4,0-2-4], [10:0-3-0,0-3-0]
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
0.50
0.50
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.22
0.05
0.04
(loc)
15-17
15-17
12
15
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 275 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 2x8 DF SS -t 2-8-1, Right 2x6 DF 1800F 1.6E -t 4-4-8
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except
2-0-0 oc purlins (5-0-6 max.): 7-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-20, 7-18, 8-17, 8-15, 10-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=141/0-4-0 (min. 0-1-8), 20=2529/0-3-8 (min. 0-2-14), 12=1852/0-3-8 (min. 0-2-0)
Max Horz1=-184(LC 10)
Max Uplift1=-197(LC 24), 20=-123(LC 12), 12=-142(LC 12)
Max Grav1=370(LC 23), 20=2713(LC 17), 12=1918(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-338/433, 2-3=-242/443, 3-4=-69/492, 4-5=0/538, 5-21=-1161/161, 6-21=-1024/181,
6-7=-1033/194, 7-22=-1501/222, 8-22=-1503/222, 8-23=-1538/220, 23-24=-1537/220,
9-24=-1535/221, 9-25=-1828/221, 10-25=-1947/193, 10-11=-2379/187, 11-12=-2497/166
BOT CHORD 1-20=-304/201, 20-26=-434/87, 19-26=-434/87, 18-19=-434/87, 18-27=0/1021,
27-28=0/1021, 17-28=0/1021, 17-29=0/1515, 16-29=0/1515, 15-16=0/1515, 14-15=-61/1890,
14-30=-60/1893, 12-30=-60/1893
WEBS 3-20=-338/68, 5-20=-2201/171, 5-18=-17/1574, 6-18=-99/914, 7-18=-1647/167,
7-17=-59/986, 8-17=-696/106, 9-15=-6/512, 10-15=-538/108, 10-14=0/275
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=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-1-4, Interior(1) 4-1-4 to 14-11-4, Exterior(2E) 14-11-4 to 16-0-0,
Interior(1) 16-0-0 to 29-0-0, Exterior(2R) 29-0-0 to 33-3-10, Interior(1) 33-3-10 to 44-7-0 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) 1=197,
20=123, 12=142.
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
B0043-21
Truss
C5
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:31 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-uFfj2fyr7AXKfuGm7elCzRCUwu?36Lfo95e3slzvSfs
Scale = 1:86.4
T2
T3
T4
B1
W1 W2
W3
W4
W5
W4
W3
W6
W7HW1
HW2
T1 T5
B1B2
1
2
3
4 5 6
7
8
9
10
11
18 17 16 15 14
13 12
19
20
21 22 23 24 25
26
27 28 29 30 31 32
5x7
5x8 M18SHS
6x8 M18SHS
3x6
4x8
5x6
5x6
3x6 2x4
3x8
2x4
3x8
3x8
3x4
2x4
5x8
4x4
4x4
3x6
8-1-12
8-1-12
15-10-8
7-8-12
21-5-4
5-6-12
27-0-0
5-6-12
34-10-4
7-10-4
43-0-0
8-1-12
8-1-0
8-1-0
15-10-8
7-9-8
21-5-4
5-6-12
27-0-0
5-6-12
34-10-4
7-10-4
43-0-0
8-1-12
44-6-0
1-6-0
1-
0
-
6
11
-
5
-
9
11
-
7
-
6
0-
1
1
-
6
11
-
5
-
9
8.00 12
Plate Offsets (X,Y)-- [1:0-6-2,0-0-1], [3:0-3-8,0-3-4], [4:0-5-4,0-2-4], [6:0-5-5,Edge], [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.68
0.56
0.51
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.23
0.08
0.03
(loc)
12-14
12-14
10
1-18
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 272 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*
W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -t 4-11-13, Right 2x6 DF 1800F 1.6E -t 4-11-11
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, except
2-0-0 oc purlins (4-9-9 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 1-18.
WEBS 1 Row at midpt 3-18, 5-16, 5-14, 8-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=655/0-4-0 (min. 0-1-8), 18=1891/0-3-8 (min. 0-2-4), 10=1976/0-3-8 (min. 0-2-2)
Max Horz1=-194(LC 10)
Max Uplift1=-129(LC 12), 10=-167(LC 12)
Max Grav1=692(LC 23), 18=2139(LC 17), 10=2068(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-732/190, 2-19=-561/196, 3-19=-542/215, 3-20=-1535/213, 4-20=-1358/245,
4-21=-1145/244, 21-22=-1148/244, 5-22=-1149/244, 5-23=-1582/242, 23-24=-1581/242,
6-24=-1578/243, 6-25=-1877/242, 7-25=-1954/212, 7-8=-2022/210, 8-9=-2533/206,
9-26=-2635/183, 10-26=-2719/179
BOT CHORD 1-27=-97/466, 18-27=-97/466, 18-28=-93/482, 17-28=-93/482, 16-17=-93/482,
16-29=0/1542, 15-29=0/1542, 15-30=0/1542, 14-30=0/1542, 13-14=-64/2071,
13-31=-64/2071, 12-31=-64/2071, 12-32=-64/2071, 10-32=-64/2071
WEBS 3-18=-1774/106, 3-16=0/1114, 4-16=-22/342, 5-16=-921/24, 5-15=0/292, 5-14=-222/255,
6-14=-18/529, 8-14=-717/113, 8-12=0/390
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=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-3-10, Interior(1) 4-3-10 to 15-10-8, Exterior(2R) 15-10-8 to
21-11-8, Interior(1) 21-11-8 to 27-0-0, Exterior(2R) 27-0-0 to 33-1-0, Interior(1) 33-1-0 to 44-7-0 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) 1=129,
10=167.
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
B0043-21
Truss
C6
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:32 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-MRD6G?zTuUfBH1ryhLGRVelfOIL?ri7yOlOdOBzvSfr
Scale = 1:82.6
T1
T2
T3
B1
W3
W4
W5
W4 W6
W7
W8
W1
W2
HW2
T4
B3B2
1
2
3 4
5
6
7
8 9
15 14
13 12 11 10
16
17 1819 20
21
22
23 24 25 26 27
3x4
4x8 M18SHS 5x8 M18SHS
3x4 3x8
3x4
3x4
3x4
3x4
5x6
3x8 M18SHS
5x8
4x4
4x4
3x4
9-8-0
9-8-0
16-9-8
7-1-8
25-7-12
8-10-4
34-9-8
9-1-12
4-11-12
4-11-12
9-8-0
4-8-4
16-9-8
7-1-8
22-8-5
5-10-13
28-7-3
5-10-13
34-9-8
6-2-5
36-3-8
1-6-0
6-
6
-
0
12
-
9
-
9
12
-
1
1
-
6
0-
1
1
-
6
12
-
9
-
9
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-0,0-1-9], [4:0-4-12,0-2-0], [6:0-3-0,0-3-0]
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
0.63
0.57
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.29
-0.42
0.07
0.04
(loc)
14-15
14-15
8
10-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 234 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*
W4,W5,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x6 DF 1800F 1.6E -t 3-9-13
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-10-15 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-14, 4-14, 5-12, 2-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1764/0-5-8 (min. 0-2-0), 8=1906/0-3-8 (min. 0-2-1)
Max Horz15=-280(LC 10)
Max Uplift15=-102(LC 12), 8=-139(LC 12)
Max Grav15=1874(LC 18), 8=1981(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1360/196, 3-17=-1085/191, 17-18=-1085/191, 18-19=-1085/191, 19-20=-1085/191,
4-20=-1085/191, 4-21=-1521/211, 5-21=-1721/186, 5-6=-2377/196, 6-7=-2493/167,
7-22=-2490/151, 8-22=-2624/139, 1-15=-276/96
BOT CHORD 15-23=0/934, 23-24=0/934, 14-24=0/934, 14-25=0/1378, 13-25=0/1378, 12-13=0/1378,
11-12=0/1710, 11-26=0/1710, 26-27=0/1710, 10-27=0/1710, 8-10=-47/1976
WEBS 2-14=-8/652, 3-14=-72/300, 4-14=-614/64, 4-12=-44/925, 5-12=-725/131, 5-10=-16/542,
6-10=-285/110, 2-15=-1688/132
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=35ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-7-8, Interior(1) 3-7-8 to 9-8-0, Exterior(2R) 9-8-0 to 14-7-1,
Interior(1) 14-7-1 to 16-9-8, Exterior(2R) 16-9-8 to 21-8-9, Interior(1) 21-8-9 to 36-4-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=102,
8=139.
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
B0043-21
Truss
C7
Truss Type
PIGGYBACK BASE
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:34 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-IqLshh_jQ5vvWL_KpmJva3qvh61qJhjFr3tkS4zvSfp
Scale = 1:70.7
T1
T2
T3
B1
W3 W4 W3
W4
W3
W5
W6
W1
W2
HW2
T4
B3B2
1
2 3 4
5
6
7 8
15 14 13
12 11 10 9
16
17
18 19 20
21
22
23 24 25 26 27
4x4
4x8 M18SHS
4x8 M18SHS
5x6
3x4 3x4 3x4 3x8
2x4
3x4 2x4
5x8
4x4
4x4
3x4
7-5-15
7-5-15
13-2-12
5-8-13
18-11-9
5-8-13
26-8-12
7-9-4
34-9-8
8-0-12
7-5-15
7-5-15
13-2-12
5-8-13
18-11-9
5-8-13
26-8-12
7-9-4
34-9-8
8-0-12
36-3-8
1-6-0
6-
6
-
0
11
-
6
-
0
0-
1
1
-
6
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-12,0-2-0], [4:0-5-12,0-2-0], [5:0-3-0,0-3-4]
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-SH
0.96
0.55
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.25
0.06
0.03
(loc)
9-11
9-11
7
11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 233 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*
W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x6 DF 1800F 1.6E -t 4-11-2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-6-4 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-14, 3-13, 4-13, 5-11, 1-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1764/0-5-8 (min. 0-2-0), 7=1906/0-3-8 (min. 0-2-1)
Max Horz15=-257(LC 10)
Max Uplift15=-102(LC 12), 7=-139(LC 12)
Max Grav15=1864(LC 19), 7=2011(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1357/136, 16-17=-1224/141, 2-17=-1219/159, 2-18=-1379/194, 18-19=-1379/194,
3-19=-1378/194, 3-20=-1378/194, 4-20=-1379/194, 4-21=-1763/193, 5-21=-1918/160,
5-6=-2413/160, 6-22=-2587/137, 7-22=-2635/129, 1-15=-1724/132
BOT CHORD 14-24=0/1091, 13-24=0/1091, 13-25=0/1495, 12-25=0/1495, 11-12=0/1495, 10-11=-29/2004,
10-26=-29/2004, 9-26=-29/2004, 9-27=-28/2008, 7-27=-28/2008
WEBS 2-14=-649/106, 2-13=-63/893, 3-13=-531/84, 4-11=-15/724, 5-11=-755/124, 5-9=0/391,
1-14=-59/1296
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=35ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-7-8, Interior(1) 3-7-8 to 7-5-15, Exterior(2R) 7-5-15 to 12-5-0,
Interior(1) 12-5-0 to 18-11-9, Exterior(2R) 18-11-9 to 23-10-9, Interior(1) 23-10-9 to 36-4-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=102,
7=139.
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
B0043-21
Truss
C8
Truss Type
PIGGYBACK BASE
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:36 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-FDSc5M0zxjAdlf8jwBLNgUvFAviInaDXJNMqXyzvSfn
Scale = 1:70.7
T1
T2
T3
B1
W3 W4 W3
W4
W3
W5
W6
W1
W2
HW2
T4
B3B2
1
2 3 4
5
6
7 8
15 14 13
12 11 10 9
16
17
18 19 20
21
22
23 24 25 26 27
4x4
4x8 M18SHS
4x8 M18SHS
5x6
3x4 3x4 3x4 3x8
2x4
3x4 2x4
5x8
4x4
4x4
3x4
7-5-15
7-5-15
13-2-12
5-8-13
18-11-9
5-8-13
26-8-12
7-9-4
34-9-8
8-0-12
7-5-15
7-5-15
13-2-12
5-8-13
18-11-9
5-8-13
26-8-12
7-9-4
34-9-8
8-0-12
36-3-8
1-6-0
6-
6
-
0
11
-
6
-
0
0-
1
1
-
6
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-12,0-2-0], [4:0-5-12,0-2-0], [5:0-3-0,0-3-4]
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-SH
0.96
0.55
0.55
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.25
0.06
0.03
(loc)
9-11
9-11
7
11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 233 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*
W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Right 2x6 DF 1800F 1.6E -t 4-11-2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-6-4 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-14, 3-13, 4-13, 5-11, 1-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1764/0-5-8 (min. 0-2-0), 7=1906/0-3-8 (min. 0-2-1)
Max Horz15=-257(LC 10)
Max Uplift15=-102(LC 12), 7=-139(LC 12)
Max Grav15=1864(LC 19), 7=2011(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1357/136, 16-17=-1224/141, 2-17=-1219/159, 2-18=-1379/194, 18-19=-1379/194,
3-19=-1378/194, 3-20=-1378/194, 4-20=-1379/194, 4-21=-1763/193, 5-21=-1918/160,
5-6=-2413/160, 6-22=-2587/137, 7-22=-2635/129, 1-15=-1724/132
BOT CHORD 14-24=0/1091, 13-24=0/1091, 13-25=0/1495, 12-25=0/1495, 11-12=0/1495, 10-11=-29/2004,
10-26=-29/2004, 9-26=-29/2004, 9-27=-28/2008, 7-27=-28/2008
WEBS 2-14=-649/106, 2-13=-63/893, 3-13=-531/84, 4-11=-15/724, 5-11=-755/124, 5-9=0/391,
1-14=-59/1296
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=35ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-7-8, Interior(1) 3-7-8 to 7-5-15, Exterior(2R) 7-5-15 to 12-5-0,
Interior(1) 12-5-0 to 18-11-9, Exterior(2R) 18-11-9 to 23-10-9, Interior(1) 23-10-9 to 36-4-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=102,
7=139.
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
B0043-21
Truss
C9
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:38 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-BbaNW21ETKQK?yI62cNrlv?ewjRUFQfqmhrxcrzvSfl
Scale = 1:75.2
T1
T2
T3
B1
W3 W4
W5 W6 W5 W7 W5 W6 W5
W8 W9
W10 W11
W1
W2
HW2
T4
B3B2
1
2
3 4 5 6
7
8
9
1011
21 20 19 18 17
16 15 14 13 12
22
23 24 25 26 27
28 29 30 31 32
4x8
4x4
5x6
3x8 M18SHS 4x6
3x4
7x8 3x4 3x8
2x4 3x8
2x4
7x8
3x4
3x4 2x4
4x4
4x8
3x4
3x4
4x6
3-10-12
3-10-12
7-5-15
3-7-4
11-3-4
3-9-4
15-2-4
3-11-0
18-11-9
3-9-4
24-1-11
5-2-2
29-3-14
5-2-2
34-9-8
5-5-10
3-10-12
3-10-12
7-5-15
3-7-4
11-3-4
3-9-4
15-2-4
3-11-0
18-11-9
3-9-4
24-1-11
5-2-2
29-3-14
5-2-2
34-9-8
5-5-10
36-3-8
1-6-0
6-
6
-
0
11
-
6
-
0
0-
1
1
-
6
11
-
6
-
0
8.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [2:0-1-12,0-1-8], [3:0-5-12,0-2-0], [5:0-2-0,0-1-8], [7:0-1-12,0-1-8], [8:0-3-0,0-3-0], [15:0-4-0,0-4-12], [20:0-3-8,0-4-8], [21:0-4-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.82
0.38
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.16
0.04
0.06
(loc)
13-15
13-15
10
15-17
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 631 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 Right 2x4 DF Stud/Std -t 3-3-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 20-21.
WEBS 1 Row at midpt 1-21
REACTIONS.(lb/size) 21=5229/0-5-8 (min. 0-2-13), 10=3123/0-3-8 (min. 0-1-11)
Max Horz21=-256(LC 6)
Max Uplift21=-1943(LC 8), 10=-1040(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2440/1072, 2-3=-2471/1566, 3-4=-2243/1673, 4-22=-2242/1673, 5-22=-2242/1673,
5-6=-3074/1500, 6-7=-3805/1756, 7-8=-4211/1683, 8-9=-4295/1569, 9-10=-4435/1553,
1-21=-4617/1925
BOT CHORD 20-24=-762/1949, 19-24=-762/1949, 19-25=-1108/1991, 18-25=-1108/1991,
18-26=-1450/2673, 26-27=-1450/2673, 27-28=-1450/2673, 17-28=-1450/2673,
16-17=-1450/2673, 16-29=-1450/2673, 29-30=-1450/2673, 15-30=-1450/2673,
15-31=-1248/3447, 14-31=-1248/3447, 14-32=-1248/3447, 13-32=-1248/3447,
12-13=-1180/3445, 10-12=-1178/3443
WEBS 2-20=-734/1476, 2-19=-1480/449, 3-19=-31/383, 3-18=-1343/1024, 4-18=-359/65,
5-18=-1353/108, 5-17=-1443/0, 5-15=0/1895, 6-15=-886/1641, 7-15=-796/75, 7-13=0/535,
8-13=-501/228, 1-20=-1516/3673
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 0-7-0 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=35ft; 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) 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, with BCDL = 8.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=1943
, 10=1040.
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.
Continued on page 2
Job
B0043-21
Truss
C9
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:39 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-fo8lkO2sEeYBc6tIbJu4H7Xpg6nj_tv_?LaV8HzvSfk
NOTES-
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) 1280 lb down and 93 lb up at 1-10-4, 1280 lb down and 93 lb up at 3-10-4
, 1280 lb down and 93 lb up at 5-10-4, 999 lb up at 7-10-4, 985 lb up at 9-10-4, 985 lb up at 11-10-4, 985 lb up at 13-10-4, 985 lb up at 15-10-4, and 1285 lb down and 95
lb up at 17-10-4, and 1285 lb down and 95 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-6=-86, 6-11=-86, 10-21=-16
Concentrated Loads (lb)
Vert: 16=345(B) 20=-1280(B) 19=348(B) 23=-1280(B) 24=-1280(B) 25=345(B) 26=345(B) 28=345(B) 30=-1285(B) 31=-1285(B)
Job
B0043-21
Truss
CJ-01
Truss Type
Diagonal Hip Girder
Qty
3
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:40 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-7_i7xk3U?xg2EGSU91PJqK43rWAIjQe7E?K2gkzvSfj
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=871/0-7-6 (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
B0043-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:41 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-bAGV9446mFovsQ1hjkxYNYdDcwTJStqHSf3bCAzvSfi
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
B0043-21
Truss
CJ-02
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:41 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-bAGV9446mFovsQ1hjkxYNYdDcwTJStqHSf3bCAzvSfi
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
B0043-21
Truss
D1G
Truss Type
Hip Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:45 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-UxV0_R7dqUILK1KSya?UXOnrtXhkOZysNH1pLxzvSfe
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
15
16
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
6x8 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], [11:0-5-4,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],
[19:0-7-4,0-6-0], [23:0-6-8,0-7-0], [24:0-4-0,0-0-4], [25:0-3-8,0-2-0], [27:0-3-8,0-3-12]
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-R
0.77
0.91
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.35
-0.50
0.26
0.15
(loc)
22-23
22-23
15
23
l/defl
>999
>866
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 3-2-6 oc purlins, except
2-0-0 oc purlins (4-2-15 max.): 5-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 2=4756/0-5-8 (min. 0-2-9), 15=4752/0-5-8 (min. 0-2-9)
Max Horz2=104(LC 26)
Max Uplift2=-659(LC 8), 15=-660(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6724/911, 3-4=-6629/924, 4-5=-6983/1026, 5-30=-7568/1113, 6-30=-7572/1113,
6-7=-7569/1112, 7-8=-10161/1449, 8-31=-8777/1268, 9-31=-8777/1268, 9-10=-8777/1268,
10-32=-8781/1268, 11-32=-8779/1269, 11-12=-8384/1213, 12-13=-9068/1253,
13-14=-13133/1719, 14-15=-5901/784
BOT CHORD 2-29=-665/5262, 28-29=-665/5262, 27-28=-665/5262, 27-33=-735/5825, 33-34=-735/5825,
26-34=-735/5825, 26-35=-1068/8336, 35-36=-1068/8336, 25-36=-1068/8336,
25-37=-132/1026, 37-38=-132/1026, 24-38=-132/1026, 23-24=-55/476, 8-23=-197/1638,
23-39=-1311/10230, 39-40=-1307/10203, 22-40=-1303/10173, 22-41=-877/6944,
21-41=-877/6944, 20-21=-956/7545, 19-20=-1375/10870, 18-19=-112/899, 13-19=-385/3334,
17-18=-180/1407, 15-17=-472/3835
WEBS 4-29=-503/107, 4-27=-176/963, 5-27=-190/1097, 5-26=-381/2975, 6-26=-443/68,
7-26=-1329/169, 7-25=-1340/181, 23-25=-976/7624, 7-23=-339/2656, 8-22=-2432/312,
10-22=-429/66, 11-22=-424/3265, 11-21=-281/1761, 12-21=-836/108, 12-20=-70/809,
13-20=-3541/444, 17-19=-492/4092, 14-17=-4279/542, 14-19=-926/7270
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
B0043-21
Truss
D1G
Truss Type
Hip Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:45 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-UxV0_R7dqUILK1KSya?UXOnrtXhkOZysNH1pLxzvSfe
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 100 lb uplift at joint(s) except (jt=lb) 2=659, 15=660.
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) 1122 lb down and 246 lb up at 8-0-0, 371 lb down and 71 lb up at 10-0-12
, 371 lb down and 71 lb up at 12-0-12, 371 lb down and 71 lb up at 14-0-12, 371 lb down and 71 lb up at 16-0-12, 371 lb down and 71 lb up at 17-11-4, 371 lb down and 71
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=-1122(B) 21=-1135(B) 33=-371(B) 34=-371(B) 35=-371(B) 36=-371(B) 37=-371(B) 38=-371(B) 39=-360(B) 40=-360(B) 41=-360(B)
Job
B0043-21
Truss
D2
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:46 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-y83OCn8FbnQCyBveWHWj3bK1bx4l70K0cxnMuNzvSfd
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 11)
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 100 lb uplift at joint(s) except (jt=lb) 2=144,
11=144.
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
B0043-21
Truss
E1
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:48 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-uWB9dT9V7PgwBV31diZB90PNOlo1b0OJ3FGTyGzvSfb
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 100 lb uplift at joint(s) except (jt=lb) 21=298,
12=132.
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
B0043-21
Truss
E2
Truss Type
HIP
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:49 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-MjlXqpA7uiompfeDBQ4QhEyW7882KTmSIv?0UizvSfa
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 100 lb uplift at joint(s) except (jt=lb) 19=298,
10=132.
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
B0043-21
Truss
E3
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:50 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-qvIv29Ble0wdRoDPl7bfERUjYYUD3wubXZla18zvSfZ
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 100 lb uplift at joint(s) except (jt=lb) 20=298,
11=132.
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
B0043-21
Truss
E4
Truss Type
Roof Special
Qty
2
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:52 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-nIQfSqC0AdBLg6MosYd7Jsa2pM8LXqHu_sEh51zvSfX
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 100 lb uplift at joint(s) except (jt=lb) 19=298,
11=132.
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
B0043-21
Truss
E5
Truss Type
Common
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:53 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-FU_2gADexxJCIGx_QF8Ms46GOmUtGHp2DW_EdTzvSfW
Scale = 1:76.6
T2
T3
B1
W3
W4
W5 W6
W7
W8W1
W2 HW2
T1
T4
B1
1
2
3
4
5
6
7
8 9
14 13 12
11 10
15 16
17 18 19
4x4
4x6
3x6 3x4
3x4
3x4 3x8
3x4
3x4
5x6
4x6
4x8
5x6
5x6
7-1-12
7-1-12
14-0-0
6-10-4
23-10-4
9-10-4
32-0-0
8-1-12
7-1-12
7-1-12
14-0-0
6-10-4
19-10-13
5-10-13
25-9-11
5-10-13
32-0-0
6-2-5
33-6-0
1-6-0
3-
7
-
6
12
-
1
1
-
6
0-
1
1
-
6
8.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-0,Edge], [3:0-1-12,0-1-8], [6:0-3-0,0-3-0], [8:0-6-2,0-0-1]
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
0.55
0.64
0.53
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.51
0.05
0.03
(loc)
10-12
10-12
8
10-12
l/defl
>999
>750
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 197 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*
W5,W1: 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 3-7-2 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=1621/0-5-8 (min. 0-1-12), 8=1764/0-5-8 (min. 0-1-14)
Max Horz14=-248(LC 10)
Max Uplift14=-92(LC 12), 8=-133(LC 12)
Max Grav14=1662(LC 17), 8=1801(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1560/133, 2-3=-1410/150, 3-15=-1452/188, 4-15=-1314/203, 4-16=-1221/215,
5-16=-1423/190, 5-6=-2158/213, 6-7=-2235/164, 7-8=-2354/136, 1-14=-1555/133
BOT CHORD 13-14=-165/274, 13-17=0/1314, 12-17=0/1314, 11-12=0/1489, 11-18=0/1489, 18-19=0/1489,
10-19=0/1489, 8-10=-45/1766
WEBS 3-13=-415/84, 3-12=-317/101, 4-12=-113/1020, 5-12=-736/141, 5-10=-33/612,
6-10=-308/118, 1-13=-56/1230
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb)
8=133.
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
B0043-21
Truss
F1
Truss Type
ROOF SPECIAL
Qty
4
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:54 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-jgYQtWEGiFR3vQWA_zgbOHfLv9tT?e0BSAjnAwzvSfV
Scale = 1:73.7
T2
T3
B1
B2 B3
W3
W4 W5 W6
W7
W8
W9
W1
W2
T1
T4
W11W10
1
2
3
4
5
6
7
8
14 13
12
11
10
9
15 16
3x6
4x4
5x6
3x4 5x7 3x4
3x4
3x8
3x6
5x6
4x6
5x6
5x7
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
25-8-10
5-11-14
32-0-0
6-3-6
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:Edge,0-1-8], [3:0-1-12,0-1-8], [4:0-1-4,0-2-0], [5:0-2-4,0-1-8], [6:0-3-0,0-3-0], [7:0-3-0,0-1-12], [9:0-0-8,0-1-8], [11:0-2-8,0-2-12], [12:0-1-14,0-1-8], [13:0-2-0
,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
0.49
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.37
0.25
0.07
(loc)
10-11
10-11
9
10-11
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 191 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,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 3-12, 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=1613/0-5-8 (min. 0-1-12), 9=1770/0-5-8 (min. 0-1-12)
Max Horz14=-255(LC 10)
Max Uplift14=-91(LC 12), 9=-136(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1572/134, 2-3=-1384/152, 3-15=-1619/164, 4-15=-1459/190, 4-16=-1459/198,
5-16=-1594/174, 5-6=-3176/167, 6-7=-3557/181, 1-14=-1541/135, 7-9=-1830/173
BOT CHORD 13-14=-173/291, 12-13=0/1224, 11-12=0/2675, 10-11=-73/3005, 9-10=-30/416
WEBS 3-13=-727/63, 3-12=-129/256, 4-12=-108/1122, 5-12=-2030/93, 5-11=0/1926,
6-11=-383/114, 6-10=-254/63, 1-13=-46/1113, 7-10=-67/2489
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) 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) 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb)
9=136.
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
B0043-21
Truss
F2
Truss Type
Roof Special
Qty
3
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:55 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-Bt6o5sFuTYZwXa5NXgBqxVCZUZBuk8EKgqTLiMzvSfU
Scale = 1:74.3
T1
T2
B1
B3
W8
W9
W1
HW2
B2
W2 W3
W4
W5
W7
W6
T3
1
2
3
4
5
6
7 8
13 12
10
911
14 15
4x4
5x6
2x4
6x8
5x6
5x6
5x6
2x4
6x12
4x4
3x4
3x8
3x4
2-2-8
2-2-8
7-9-0
5-6-8
13-5-12
5-8-12
13-7-8
0-1-12
19-6-11
5-11-3
25-9-0
6-2-5
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
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, 2-12, 4-11
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 5-10=-373/139, 1-12=-128/1093, 2-12=-1110/136, 2-11=0/623, 3-11=-63/425, 4-10=0/1436,
4-11=-1668/74
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
B0043-21
Truss
F3
Truss Type
Roof Special
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:56 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-f3gAICFWEshn9jgZ5Oi3Tikk5zYbTXbUvUCuEozvSfT
Scale = 1:79.3
T1
T2
B1
B3
W8 W9
W1
HW2
B2
W2 W3
W4
W5
W7
W6
T3
1
2
3
4
5
6
7 8
13 12
10
911
14 15
4x4
5x6
3x6
6x8
5x6
5x6
5x6
2x4
5x8 M18SHS
3x4
3x4
3x8
3x4
1-11-12
1-11-12
2-2-8
0-2-12
7-9-0
5-6-8
13-5-12
5-8-12
13-7-8
0-1-12
19-6-11
5-11-3
25-9-0
6-2-5
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
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)-- [1:0-1-0,0-1-8], [2:0-1-12,0-1-8], [3:0-2-0,0-2-8], [4:0-1-12,0-1-8], [5:0-3-0,0-3-0], [7:0-2-0,0-0-2], [10:0-2-8,0-2-8], [12:0-3-8,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
0.71
0.45
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.23
0.17
0.03
(loc)
9-10
9-10
7
9-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 179 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 3-10-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-12, 3-11, 4-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=-984/Mechanical, 7=1249/0-5-8 (min. 0-1-8), 12=2481/0-5-8 (min. 0-2-10)
Max Horz13=-291(LC 10)
Max Uplift13=-984(LC 1), 7=-107(LC 12), 12=-67(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-39/369, 2-14=-537/121, 3-14=-407/135, 3-15=-319/145, 4-15=-549/121, 4-5=-1633/91,
5-6=-2143/121, 6-7=-2312/93, 1-13=0/954
BOT CHORD 9-10=-20/1790, 7-9=-20/1775, 11-12=-353/223, 10-11=0/1340
WEBS 5-10=-440/139, 1-12=-831/64, 2-12=-1492/135, 2-11=0/914, 4-10=0/1146, 4-11=-1421/63
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) 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) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)
13=984, 7=107.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0043-21
Truss
F4
Truss Type
Roof Special
Qty
4
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:57 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-7FEYWYG8?ApemtFlf5DI0wHwpNv4C_2d88ySnFzvSfS
Scale = 1:79.3
T1
T2
B1
B3
W8 W9
W1
HW2
B2
W2 W3
W4
W5
W7
W6
T3
1
2
3
4
5
6
7
12 11
9
810
13 14
4x4
5x6
3x6
6x8
5x6
5x6
5x6
2x4
5x8 M18SHS
3x4
3x4
3x8
3x4
1-11-12
1-11-12
2-2-8
0-2-12
7-9-0
5-6-8
13-5-12
5-8-12
13-7-8
0-1-12
19-6-11
5-11-3
25-9-0
6-2-5
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
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)-- [1:0-1-0,0-1-8], [2:0-1-12,0-1-8], [3:0-2-0,0-2-8], [4:0-1-8,0-1-8], [5:0-3-0,0-3-0], [7:0-2-0,0-0-2], [9:0-2-8,0-2-8], [11:0-3-8,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
0.65
0.43
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.23
0.17
0.03
(loc)
8-9
8-9
7
8-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 177 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 3-10-9
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-11, 3-10, 4-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=-970/Mechanical, 7=1101/Mechanical, 11=2471/0-5-8 (min. 0-2-10)
Max Horz12=-287(LC 10)
Max Uplift12=-970(LC 1), 7=-62(LC 12), 11=-74(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-40/365, 2-13=-543/124, 3-13=-413/138, 3-14=-325/148, 4-14=-554/124,
4-5=-1651/106, 5-6=-2184/143, 6-7=-2350/122, 1-12=0/940
BOT CHORD 8-9=-53/1832, 7-8=-53/1819, 10-11=-349/217, 9-10=0/1354
WEBS 5-9=-466/142, 1-11=-820/68, 2-11=-1494/138, 2-10=0/917, 4-9=0/1166, 4-10=-1435/78
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 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
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) 7, 11 except (jt=lb)
12=970.
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
B0043-21
Truss
F5
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:10:58 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-bRnxjuHmmTxVO1qyDpkXZ7q3cnDVxWJnNoh?JhzvSfR
Scale = 1:69.5
T1
T2
T3
B1
B3
W9
W10
W11
W1
HW2
B2
W3
W2
W4
W5
W6 W7 W8
T4
1
2
3 4
5
6
7
8
9
15 14
11
1013
12
16
17
18
19
4x6 4x4
3x4
2x4
6x8
5x6
5x6
3x4
5x6
3x4
2x4
6x12
3x4
4x4
3x4
3x8
2-2-8
2-2-8
6-7-8
4-5-0
8-10-8
2-3-0
13-5-12
4-7-4
19-11-3
6-5-7
25-9-0
5-9-13
2-2-8
2-2-8
6-7-8
4-5-0
8-10-8
2-3-0
13-5-12
4-7-4
14-4-13
0-11-1
19-11-3
5-6-5
25-9-0
5-9-13
7-
9
-
6
12
-
0
-
9
12
-
2
-
6
0-
1
1
-
6
3-
1
1
-
4
12
-
0
-
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], [7:0-1-12,0-1-8], [9:0-2-0,0-0-2], [11:0-2-8,0-2-8], [14:0-3-4,Edge], [15:0-2-0
,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
0.77
0.55
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.32
0.22
0.05
(loc)
10-11
10-11
9
10-11
l/defl
>999
>970
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 3-7-14
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 1-15, 2-14, 3-13, 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1301/Mechanical, 9=1301/Mechanical
Max Horz15=-274(LC 10)
Max Uplift15=-79(LC 12), 9=-68(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-379/138, 2-16=-852/114, 16-17=-837/119, 3-17=-748/135, 3-4=-812/135,
4-18=-1098/142, 5-18=-1115/121, 5-6=-2136/89, 6-7=-2237/62, 7-19=-2710/134,
8-19=-2727/120, 8-9=-2882/113, 1-15=-1266/118
BOT CHORD 10-11=-51/2279, 9-10=-50/2259, 13-14=-90/395, 12-13=0/674, 11-12=0/1887
WEBS 5-11=0/1446, 7-11=-398/133, 2-14=-1099/107, 1-14=-93/1062, 2-13=0/676, 3-13=-616/23,
3-12=-18/780, 4-12=-53/330, 5-12=-1670/72
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 6-7-8, Exterior(2E) 6-7-8 to 8-10-8,
Exterior(2R) 8-10-8 to 13-1-7, Interior(1) 13-1-7 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
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
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
B0043-21
Truss
F6
Truss Type
Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:00 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-Yqvh8aI1I5BDeL_KKEm?eYvMvav_PQ24q6A6NZzvSfP
Scale = 1:62.0
T1
T2
T3
B1
B3
W11
W1
HW2
B2
W2
W3
W4
W5
W6 W7 W9
W8
W10
T4
1
2
3 4
5
6
7
8
14 13
10
9
12
11
15
16 17
18
5x6 4x6
5x6
2x4 6x8
5x6
5x6
2x4
6x12
4x4
3x4
3x4
3x8
3x4
5x6
2-2-8
2-2-8
4-7-8
2-5-0
10-10-8
6-3-0
13-5-12
2-7-4
13-7-8
0-1-12
19-5-10
5-10-2
25-9-0
6-3-6
2-2-8
2-2-8
4-7-8
2-5-0
10-10-8
6-3-0
13-5-12
2-7-4
18-2-0
4-8-4
19-5-10
1-3-10
25-9-0
6-3-6
7-
9
-
6
10
-
8
-
9
10
-
1
0
-
6
0-
1
1
-
6
3-
1
1
-
4
10
-
8
-
9
8.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-4,0-2-0], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [4:0-3-0,0-1-12], [5:0-1-4,0-1-8], [6:0-3-0,0-3-0], [8:0-2-0,0-0-2], [10:0-2-8,0-2-8], [13:0-3-4,Edge], [14:0-2-0
,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
0.98
0.55
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.32
0.22
0.05
(loc)
9-10
9-10
8
9-10
l/defl
>999
>970
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 192 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 2x8 DF SS -t 3-11-3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-7-3 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-14, 2-13, 3-12, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 14=1301/Mechanical, 8=1301/Mechanical
Max Horz14=-253(LC 10)
Max Uplift14=-79(LC 12), 8=-68(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-399/158, 2-15=-619/128, 3-15=-516/138, 3-16=-1143/123, 16-17=-1143/123,
4-17=-1143/123, 4-5=-1434/133, 5-18=-2026/97, 6-18=-2202/78, 6-7=-2705/130,
7-8=-2873/110, 1-14=-1259/125
BOT CHORD 9-10=-42/2264, 8-9=-42/2249, 12-13=-91/366, 11-12=-13/596, 10-11=0/1849
WEBS 1-13=-101/990, 2-13=-1062/90, 2-12=-33/899, 3-12=-853/85, 3-11=-12/940, 4-11=-12/376,
5-10=0/1412, 5-11=-1517/58, 6-10=-396/129
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 4-7-8, Exterior(2R) 4-7-8 to 8-10-7,
Interior(1) 8-10-7 to 10-10-8, Exterior(2R) 10-10-8 to 15-1-7, Interior(1) 15-1-7 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
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8.
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
B0043-21
Truss
G1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:01 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-00T3LvJf3OJ4FVZXuxIEAmSj2_MJ8?XD3mwfw0zvSfO
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
B0043-21
Truss
G2
Truss Type
Common
Qty
2
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:02 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-UD1RZFKHqiRwte7jSepTjz_twOgStSuMHQfCSSzvSfN
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 11)
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
B0043-21
Truss
G3
Truss Type
Common Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:03 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-yPbqmbLvb0ZnVoiv?MKiGBX2Moxico9WW4Pm_uzvSfM
Scale = 1:29.2
T1 T1
B1
W2
W1
W2
W1
HW1 HW11
2
3
4
5
6
7
9 810 11 12 13 14 15
5x7
4x4
4x4
5x7
4x4
6x8
2x4
6x8
2x4
4-1-3
4-1-3
7-10-13
3-9-11
12-0-0
4-1-3
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)-- [4:0-2-0,0-1-12], [8:0-4-0,0-4-4], [9:0-4-0,0-4-4]
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
0.26
0.48
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.06
0.02
0.01
(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: 145 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) 1=3898/0-5-8 (min. 0-2-1), 7=4238/0-5-8 (min. 0-2-4)
Max Horz1=-71(LC 6)
Max Uplift1=-246(LC 8), 7=-259(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4283/271, 2-3=-4236/288, 3-4=-4118/310, 4-5=-4246/314, 5-6=-4360/292,
6-7=-4400/274
BOT CHORD 1-10=-189/3371, 10-11=-189/3371, 9-11=-189/3371, 9-12=-116/2608, 12-13=-116/2608,
8-13=-116/2608, 8-14=-192/3485, 14-15=-192/3485, 7-15=-192/3485
WEBS 4-8=-160/2428, 5-8=-139/283, 4-9=-152/2153, 3-9=-138/307
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 0-7-0 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) 1=246,
7=259.
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) 1085 lb down and 78 lb up at 1-0-12
, 1085 lb down and 78 lb up at 3-0-12, 1085 lb down and 78 lb up at 5-0-12, 1085 lb down and 78 lb up at 7-0-12, and 1285 lb down
and 84 lb up at 9-0-12, and 1286 lb down and 84 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
B0043-21
Truss
G3
Truss Type
Common Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:03 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-yPbqmbLvb0ZnVoiv?MKiGBX2Moxico9WW4Pm_uzvSfM
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-7=-86, 1-7=-16
Concentrated Loads (lb)
Vert: 10=-1085(F) 11=-1085(F) 12=-1085(F) 13=-1085(F) 14=-1285(F) 15=-1286(F)
Job
B0043-21
Truss
J1
Truss Type
Jack-Open
Qty
8
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:04 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-Qb9C_xMXLJhe6yH5Z3rxoO4EuBO7LNmflk8JWLzvSfL
Scale = 1:14.1
T1
B1
HW1
1
2
3
4
53x8
5x6
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)-- [2:0-2-8,0-0-1]
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-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: 13 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -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=291/0-5-8 (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 100 lb uplift at joint(s) 4, 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
B0043-21
Truss
J2
Truss Type
Jack-Open
Qty
6
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:05 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-uoiaBHM96dpVk6sI7nMALccP3bj84q0p_Out3nzvSfK
Scale = 1:20.6
T1
B1
HW1
1
2
3
6
7
4
53x8
5x6
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)-- [2:0-2-8,0-0-1]
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-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: 22 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -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=363/0-5-8 (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 100 lb uplift at joint(s) 4, 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
B0043-21
Truss
J3
Truss Type
Jack-Open
Qty
6
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:06 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-M_GyOdNotxxMMGRUhUtPtp9U5?14pHGyC2dQbDzvSfJ
Scale = 1:26.9
T1
B1
HW1
1
2
3
6
4
53x8
5x6
5x6
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)-- [2:0-2-8,0-0-1]
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-P
0.55
0.25
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.12
0.03
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: 31 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x8 DF SS -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=456/0-5-8 (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 100 lb uplift at joint(s) 4, 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
B0043-21
Truss
J4
Truss Type
Jack-Open
Qty
2
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:06 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-M_GyOdNotxxMMGRUhUtPtp9aT?1IpHGyC2dQbDzvSfJ
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 100 lb uplift at joint(s) 5, 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
B0043-21
Truss
J5
Truss Type
Jack-Open
Qty
2
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:07 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-qAqKczOQeE4DzQ0gECOeQ1ijcPHvYkW6RiNz7fzvSfI
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 100 lb uplift at joint(s) 5, 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
B0043-21
Truss
K1
Truss Type
Half Hip Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:09 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-nZy51fPgAsKxDjA3MdR6VSn4RC3C0ZCOv0s4CYzvSfG
Scale = 1:38.3
T1
T2
W5
B1
W1 W2
W3 W4 W5 W4
HW1
1
2
3
4
5 6 7
11 10 9 8
12 13
4x4 2x4
4x4
3x6
3x4
3x4
2x4 3x8 2x4
3x8
4-1-12
4-1-12
8-0-0
3-10-4
11-1-0
3-1-0
14-5-8
3-4-8
-1-6-0
1-6-0
4-1-12
4-1-12
8-0-0
3-10-4
11-1-0
3-1-0
14-5-8
3-4-8
0-
1
1
-
6
6-
1
-
9
6-
3
-
6
6-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-2-0,0-1-12]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.22
0.16
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
0.01
(loc)
10
9-10
8
10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 215 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 8=2192/0-5-8 (min. 0-1-8), 2=1638/0-3-8 (min. 0-1-8)
Max Horz2=164(LC 26)
Max Uplift8=-363(LC 5), 2=-226(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2068/263, 3-4=-1958/273, 4-5=-1877/316, 5-6=-1513/284
BOT CHORD 2-11=-286/1546, 10-11=-286/1546, 10-12=-208/1041, 9-12=-208/1041, 9-13=-208/1041,
8-13=-208/1041
WEBS 4-10=-255/167, 5-10=-116/703, 6-10=-171/958, 6-9=-113/710, 6-8=-2079/346
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) 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) 8=363,
2=226.
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.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1122 lb down and 246 lb up at
8-0-0, 371 lb down and 71 lb up at 8-11-4, and 371 lb down and 71 lb up at 10-11-4, and 371 lb down and 71 lb up at 12-11-4 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
B0043-21
Truss
K1
Truss Type
Half Hip Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:09 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-nZy51fPgAsKxDjA3MdR6VSn4RC3C0ZCOv0s4CYzvSfG
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-86, 5-7=-86, 2-8=-16
Concentrated Loads (lb)
Vert: 10=-1122(F) 9=-371(F) 12=-371(F) 13=-371(F)
Job
B0043-21
Truss
K2
Truss Type
Half Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:10 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-FlWTE_QIx9SoqtlFwKyL2fJ6TcLJl1rY7gbek_zvSfF
Scale = 1:43.8
T1
T2
W4
B1
W1
W2 W3
HW1
1
2
3
4
5 6
8 7
9
10
1112
4x6
2x4
3x12
4x4
4x4
2x4
3x8
3x4
10-0-0
10-0-0
14-5-8
4-5-8
-1-6-0
1-6-0
5-1-12
5-1-12
10-0-0
4-10-4
14-5-8
4-5-8
0-
1
1
-
6
7-
5
-
9
7-
7
-
6
7-
5
-
9
8.00 12
Plate Offsets (X,Y)-- [2:0-7-2,Edge], [5:0-3-0,0-1-12], [6:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.78
0.42
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.26
0.01
0.01
(loc)
2-8
2-8
7
2-8
l/defl
>999
>671
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 89 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E -t 3-2-3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6.
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=722/0-5-8 (min. 0-1-8), 2=873/0-3-8 (min. 0-1-8)
Max Horz2=201(LC 11)
Max Uplift7=-92(LC 9), 2=-76(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-855/81, 3-9=-799/86, 3-4=-646/102, 4-10=-523/78, 5-10=-410/98, 5-11=-345/108,
11-12=-346/108, 6-12=-349/108, 6-7=-703/134
BOT CHORD 2-8=-223/597
WEBS 4-8=-329/121, 6-8=-144/640
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 10-0-0, Exterior(2E) 10-0-0 to 14-3-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2.
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
B0043-21
Truss
K3
Truss Type
Half Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:11 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-jy4rSKRwiTafS1JST1TaatsL70lPURmhMKLBGRzvSfE
Scale = 1:51.6
T2
T3
W5
B1
W1 W2
W3
W4
HW1
T1
1
2
3
4
5
6 7
10 9 8
11
12
3x4
5x6 3x4
3x4
3x8
4x4
4x4
3x4
2x4 3x4
6-1-12
6-1-12
12-0-0
5-10-4
14-5-8
2-5-8
-1-6-0
1-6-0
6-1-12
6-1-12
12-0-0
5-10-4
14-5-8
2-5-8
0-
1
1
-
6
8-
9
-
9
8-
1
1
-
6
8-
9
-
9
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [4:0-1-12,0-1-8], [6:0-3-0,0-2-0], [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
0.53
0.17
0.50
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
0.01
(loc)
9-10
9-10
8
2-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 103 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 3-9-5
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-8, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 8=722/0-5-8 (min. 0-1-8), 2=873/0-3-8 (min. 0-1-8)
Max Horz2=238(LC 11)
Max Uplift8=-90(LC 9), 2=-72(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-900/54, 3-11=-785/65, 3-4=-613/82, 4-5=-375/90, 5-12=-304/91, 6-12=-253/113
BOT CHORD 2-10=-211/589, 9-10=-211/589
WEBS 4-9=-511/124, 6-9=-82/388, 6-8=-717/193
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 12-0-0, Exterior(2E) 12-0-0 to 14-3-12
zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2.
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
B0043-21
Truss
K4
Truss Type
Half Hip
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:11 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-jy4rSKRwiTafS1JST1TaatsM20jmUUIhMKLBGRzvSfE
Scale = 1:59.5
T1 W3
B1
W1
W2
HW1
1
2
3
4
5
7 6
8
9
10
4x8 M18SHS
3x6 3x8
4x4
4x4
3x4
2x4
7-1-12
7-1-12
14-5-8
7-3-12
-1-6-0
1-6-0
7-1-12
7-1-12
14-0-0
6-10-4
14-5-8
0-5-8
0-
1
1
-
6
10
-
3
-
6
10
-
1
-
9
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [4:0-1-12,0-1-8], [5:0-2-11,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
0.47
0.28
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
0.01
-0.04
(loc)
2-7
2-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 94 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W3: 2x6 DF 1800F 1.6E
SLIDER Left 2x6 DF 1800F 1.6E -t 4-4-8
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 5-6, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=718/0-5-8 (min. 0-1-8), 2=869/0-3-8 (min. 0-1-8)
Max Horz2=281(LC 9)
Max Uplift6=-91(LC 9), 2=-67(LC 12)
Max Grav6=796(LC 17), 2=869(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-883/60, 3-8=-825/74, 3-4=-673/92, 4-9=-277/116, 5-6=-270/128
BOT CHORD 2-10=-190/635, 7-10=-190/635, 6-7=-190/635
WEBS 4-7=0/311, 4-6=-723/133
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 14-2-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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
B0043-21
Truss
LAY01
Truss Type
Lay-In Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:12 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-B8eDfgSYTniW4Bue1l_p74PeUQ74D?8rb_4kotzvSfD
Scale = 1:27.2
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 62x4
4x4
2x4
2x4 2x4
2x4
2x4
2x4
6-10-14
6-10-14
3-5-7
3-5-7
6-10-14
3-5-7
0-
0
-
4
4-
1
-
1
3
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-P
0.04
0.02
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-10-14.
(lb) - Max Horz1=-74(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6
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) 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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, 5, 8, 6.
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
B0043-21
Truss
LAY02
Truss Type
Lay-In Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:13 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-fKBcs0TBE4qNhLTqbSV2gIxdxqTIyQq_peqILJzvSfC
Scale = 1:45.3
T1 W1
B1
ST2
ST1
1
2
3
4
7 6 5
2x4
2x4
2x4 2x4
2x4
2x4
2x4
6-3-11
6-3-11
0-
0
-
4
7-
6
-
1
5
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-P
0.83
0.02
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 40 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 6-3-11.
(lb) - Max Horz1=192(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-379/381, 2-3=-261/267
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 Corner(3) 0-3-12 to 4-3-11, Exterior(2R) 4-3-11 to 6-1-15 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) Gable requires continuous bottom chord bearing.
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) 1, 5, 6, 7.
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
B0043-21
Truss
LAY03
Truss Type
Lay-In Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:14 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-7Wl_4MTp?OyDJV209A0HCVU_lDo5hsH72IZrtlzvSfB
Scale = 1:99.1
T1
T2
B1
B2
ST3ST2ST1
ST4
ST5
ST6
ST7
ST8 ST9
1
2
3
4
5
6
7
8
9
10
11
21
20
19
18 17 16 15 14 13 12
3x4
4x4
3x4
5x6
3x4
0-2-4
0-2-4
7-1-9
6-11-5
19-9-13
12-8-3
6-4-2
6-4-2
19-9-13
13-5-11
0-
5
-
8
16
-
2
-
5
8-
6
-
1
4
0-
0
-
4
8-
6
-
1
4
14.42 12
14.42 12
Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [18:0-2-4,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
0.06
0.05
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
11
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 172 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std *Except*
ST3,ST4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-19, 3-20, 5-17, 6-16, 7-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 19-7-8.
(lb) - Max Horz1=248(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 17, 16, 15, 14, 13, 12 except 18=-256(LC 12), 21=-103(LC
12), 11=-121(LC 11)
Max Grav All reactions 250 lb or less at joint(s) 1, 18, 20, 17, 16, 15, 14, 13, 12, 11 except 19=257(LC 12),
21=254(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-263/229, 10-11=-331/290
BOT CHORD 1-21=-331/368, 20-21=-320/361, 19-20=-323/365, 18-19=-322/374
WEBS 4-19=-252/202
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) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-4-2, Exterior(2R) 6-4-2 to 9-4-2,
Interior(1) 9-4-2 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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) 19, 20, 17, 16, 15, 14,
13, 12 except (jt=lb) 18=256, 21=103, 11=121.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 19, 20, 21.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0043-21
Truss
LAY04
Truss Type
Lay-In Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:16 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-4vtkV2V3X?CxYoCPGb3lHwZKS1Uv9mWQWb2yxezvSf9
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 12
3x4
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 11)
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
B0043-21
Truss
M1
Truss Type
Jack-Closed Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:17 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-Y5R6iOWhIJKoAynbqIa_q86T0RlLu8FakFoVU4zvSf8
Scale = 1:38.3
W1
T1
W5
B1W2
W3 W4
1
2
3
6 5 4
7 8
7x8
2x4
4x4 6x8
3x4
4-0-0
4-0-0
8-0-0
4-0-0
4-0-0
4-0-0
8-0-0
4-0-0
0-
1
1
-
6
6-
3
-
6
8.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-2-0], [5:0-3-8,0-4-4], [6: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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
0.33
0.50
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.00
0.01
(loc)
5-6
5-6
4
5-6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 106 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 10-0-0 oc bracing.
REACTIONS.(lb/size) 6=2020/0-3-8 (min. 0-1-8), 4=2041/Mechanical
Max Horz6=157(LC 5)
Max Uplift6=-116(LC 8), 4=-159(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-1597/102, 1-2=-2171/135
BOT CHORD 5-8=-157/1762, 4-8=-157/1762
WEBS 1-5=-82/1786, 2-5=-116/2245, 2-4=-2292/190
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.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=116,
4=159.
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) 1101 lb down and 78 lb up at 2-0-12
, and 1101 lb down and 78 lb up at 4-0-12, and 1073 lb down and 75 lb up at 6-0-12 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, 4-6=-16
Continued on page 2
Job
B0043-21
Truss
M1
Truss Type
Jack-Closed Girder
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:17 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-Y5R6iOWhIJKoAynbqIa_q86T0RlLu8FakFoVU4zvSf8
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 5=-1101(B) 7=-1101(B) 8=-1073(B)
Job
B0043-21
Truss
M2
Truss Type
Jack-Closed
Qty
14
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:18 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-0I?UwjWJ2dSfo6MoO05DMLfYJr3Ydg5jzvX30XzvSf7
Scale = 1:38.3
T1 W2
B1
W1
HW1
1
2
3
4
5
6
7
2x4
3x4
3x8
5x6
2x4
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
Plate Offsets (X,Y)-- [2:0-6-2,0-0-1]
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-P
0.53
0.46
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.36
0.00
0.00
(loc)
2-6
2-6
6
2
l/defl
>472
>262
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
SLIDER Left 2x8 DF SS -t 2-5-15
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.
REACTIONS.(lb/size) 6=387/Mechanical, 2=550/0-5-8 (min. 0-1-8)
Max Horz2=165(LC 9)
Max Uplift6=-55(LC 9), 2=-57(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-407/69, 3-7=-294/75
WEBS 4-6=-289/176
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, 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
B0043-21
Truss
M3
Truss Type
JACK-CLOSED
Qty
4
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:19 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-UUZt73XypwaWPGx_xjcSvZBlgET3M3qtCZHcYzzvSf6
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
B0043-21
Truss
M4
Truss Type
Monopitch
Qty
5
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:20 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-yg6FKPYaaEiN1QVAVQ7hSmkt?eog5YI0QD095PzvSf5
Scale = 1:58.3
T2
W3
B1
W1
W2
HW1
T1
1
2
3
4
5
7 68
5x6
3x4
4x4 3x8
4x4
4x4
2x4
7-2-12
7-2-12
14-5-8
7-2-12
-1-6-0
1-6-0
7-2-12
7-2-12
14-5-8
7-2-12
0-
1
1
-
6
10
-
7
-
0
8.00 12
Plate Offsets (X,Y)-- [2:0-5-14,0-0-4], [4:0-3-0,0-3-4], [5:0-0-13,0-1-8], [6:0-1-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.52
0.29
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.09
0.01
-0.07
(loc)
2-7
2-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 87 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E -t 4-5-2
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.
WEBS 1 Row at midpt 5-6, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=722/0-5-8 (min. 0-1-8), 2=873/0-3-8 (min. 0-1-8)
Max Horz2=283(LC 11)
Max Uplift6=-91(LC 9), 2=-67(LC 12)
Max Grav6=801(LC 17), 2=873(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-892/82, 3-4=-655/100, 4-5=-266/144, 5-6=-254/118
BOT CHORD 2-8=-216/639, 7-8=-216/639, 6-7=-217/636
WEBS 4-7=0/323, 4-6=-748/170
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 14-3-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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, with BCDL = 8.0psf.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2.
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.
LOAD CASE(S) Standard
Job
B0043-21
Truss
M5
Truss Type
Monopitch Structural Gable
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:20 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-yg6FKPYaaEiN1QVAVQ7hSmkuSepb5aP0QD095PzvSf5
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 9)
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
B0043-21
Truss
M6
Truss Type
Roof Special Girder
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:22 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-u3E?l5Zq6rz5GjfZdrA9XBpBeSJFZNFJuXVG9IzvSf3
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
4x4
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
0.70
0.92
0.64
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
0.10
0.13
-0.01
-0.03
(loc)
2-11
2-11
9
2-11
l/defl
>696
>549
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 4-8-11 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 25)
Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10 except 2=-570(LC 19), 9=-401(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 8 except 7=307(LC 19), 2=397(LC 30), 9=427(LC 1), 10=355(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-278/754, 3-4=-713/183
BOT CHORD 2-12=-701/227, 12-13=-701/227, 11-13=-701/227, 10-11=-701/227, 9-10=-701/227,
8-9=-169/657
WEBS 3-11=-1120/142, 3-9=-381/1448, 4-9=-374/241, 4-8=-649/159, 5-7=-310/45
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) 7, 8, 10 except (jt=lb)
2=570, 9=401.
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) 144 lb down and 1465 lb up at 2-1-8
, and 271 lb down and 367 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: 12=378(F) 13=-271(F)
Job
B0043-21
Truss
PB01
Truss Type
Piggyback
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:23 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-NFoNzRaSt95yutElAZhO3PMUwsrgIz?S7BFqhkzvSf2
Scale = 1:19.0
T1
T2
T1
B1
ST1
1
2
3 4 5
6 7
8
9
10
3x4 3x4
2x4 2x4 2x4
2x4
11-5-9
11-5-9
4-2-1
4-2-1
7-3-9
3-1-8
11-5-9
4-2-1
0-
4
-
7
2-
7
-
1
4
0-
1
-
8
0-
4
-
7
0-
1
-
8
2-
7
-
1
4
8.00 12
Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3]
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
0.16
0.14
0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.01
0.00
(loc)
7
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 34 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=425/9-11-11 (min. 0-1-8), 6=425/9-11-11 (min. 0-1-8), 8=241/9-11-11 (min. 0-1-8)
Max Horz2=-41(LC 10)
Max Uplift2=-55(LC 12), 6=-55(LC 12)
Max Grav2=425(LC 1), 6=425(LC 1), 8=249(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-479/118, 3-9=-353/126, 3-4=-327/134, 4-5=-327/134, 5-10=-353/129, 6-10=-479/121
BOT CHORD 2-8=-52/327, 6-8=-52/327
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) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 4-2-1, Exterior(2E) 4-2-1 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
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
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
B0043-21
Truss
PB02
Truss Type
Piggyback
Qty
1
Ply
1
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:23 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-NFoNzRaSt95yutElAZhO3PMSysrFIywS7BFqhkzvSf2
Scale: 1/2"=1'
T1 T1
B1
ST1
1 2
3
45
6
7
8
5x6
3x4 3x4
2x4
11-5-9
11-5-9
5-8-13
5-8-13
11-5-9
5-8-13
0-
4
-
7
3-
8
-
6
0-
1
-
8
0-
4
-
7
0-
1
-
8
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
0.28
0.17
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 36 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=284/9-11-11 (min. 0-1-8), 4=284/9-11-11 (min. 0-1-8), 6=523/9-11-11 (min. 0-1-8)
Max Horz2=-56(LC 10)
Max Uplift2=-34(LC 12), 4=-34(LC 12), 6=-11(LC 12)
Max Grav2=285(LC 23), 4=285(LC 24), 6=523(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-376/86
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) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-8-13, Exterior(2R) 5-8-13 to 8-8-13,
Interior(1) 8-8-13 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
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6.
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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
B0043-21
Truss
PB03
Truss Type
Piggyback
Qty
1
Ply
2
Blackstone D2 B5 L2(RP1/14)
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Thu Jan 14 10:11:24 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:1Bd6gvBIHQPAm3vvgGTRnTzvUXI-rSMmAnb4eTDpW1pxkGCdccvfvFCp1Q6cLr_NEAzvSf1
Scale: 1/2"=1'
T1 T1
B1
ST1
1 2
3
45
6
7
8
4x4
2x4 2x4
2x4
11-5-9
11-5-9
5-8-13
5-8-13
11-5-9
5-8-13
0-
4
-
7
3-
8
-
6
0-
1
-
8
0-
4
-
7
0-
1
-
8
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
0.14
0.09
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.01
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 72 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.
REACTIONS.(lb/size) 2=284/9-11-11 (min. 0-1-8), 4=284/9-11-11 (min. 0-1-8), 6=523/9-11-11 (min. 0-1-8)
Max Horz2=-56(LC 10)
Max Uplift2=-34(LC 12), 4=-34(LC 12), 6=-11(LC 12)
Max Grav2=285(LC 23), 4=285(LC 24), 6=523(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-376/86
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: 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) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-8-13, Exterior(2R) 5-8-13 to 8-8-13,
Interior(1) 8-8-13 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
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard