HomeMy WebLinkAboutTRUSS PLAN - 21-00029 - 857 Oak Hill Way - New SFRJob
B0034-21
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:21 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-GXy1W373UxkvYY5Y9uyrDxc?92e5l0?Wd00zGVzwMfa
Scale = 1:24.8
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
15 16
4x4
3x4 3x4
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-
4
-
5
3-
1
0
-
5
0-
4
-
5
7.00 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
0.15
0.07
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
9
9
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 53 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 12-0-0.
(lb) - Max Horz2=-69(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10
Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=296(LC 1), 8=296(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) -1-6-14 to 1-5-2, Exterior(2N) 1-5-2 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0,
Exterior(2N) 9-0-0 to 13-6-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8.
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
B0034-21
Truss
A2
Truss Type
Common Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:23 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Dw4nxl8J0Y_dnrExHJ_JIMhHXrAMDn6p4KV4LOzwMfY
Scale = 1:24.7
T1
T2
B1
W1
W2 W3
1
2
3
4
5
7 6
8
4x4
4x8 4x8
4x6
4x6
6x12
6-0-0
6-0-0
8-1-8
2-1-8
12-0-0
3-10-8
-1-6-0
1-6-0
6-0-0
6-0-0
8-1-8
2-1-8
12-0-0
3-10-8
0-
4
-
5
3-
1
0
-
5
0-
4
-
5
7.00 12
Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [4:0-1-12,0-2-0], [5:0-4-0,0-1-11], [6:0-6-4,0-3-0]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.41
0.72
0.58
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.11
0.02
0.03
(loc)
6
6
5
6
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 130 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W2: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 5=6509/0-5-8 (min. 0-3-8), 2=2971/0-5-8 (min. 0-1-9)
Max Horz2=65(LC 26)
Max Uplift5=-497(LC 8), 2=-269(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5120/408, 3-4=-4966/415, 4-5=-9621/771
BOT CHORD 2-7=-301/4305, 6-7=-632/8231, 6-8=-632/8231, 5-8=-632/8231
WEBS 3-7=-339/4609, 4-7=-5671/471, 4-6=-496/6204
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-6 2x4 - 2 rows staggered at 0-2-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) 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) 5=497,
2=269.
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) 6015 lb down and 532 lb up at 8-1-8
, and 2136 lb down and 136 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 2-5=-16
Continued on page 2
Job
B0034-21
Truss
A2
Truss Type
Common Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:23 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Dw4nxl8J0Y_dnrExHJ_JIMhHXrAMDn6p4KV4LOzwMfY
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 6=-6015(B) 8=-2133(B)
Job
B0034-21
Truss
A3
Truss Type
Common
Qty
4
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:24 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-h6e9859xns6UP?p7r0VYraER0Fa6yM4zJ_FdtqzwMfX
Scale = 1:25.8
T1
T2
B1
W2
W1
1
2
3
4
5
4x4
2x4
2x4 3x4
8-0-0
8-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
8-0-0
2-0-0
0-
4
-
5
3-
1
0
-
5
2-
8
-
5
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.50
0.43
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.32
0.00
0.00
(loc)
2-5
2-5
5
2
l/defl
>516
>287
n/a
****
L/d
360
240
n/a
240
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
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=562/0-5-8 (min. 0-1-8), 5=371/Mechanical
Max Horz2=94(LC 11)
Max Uplift2=-74(LC 12), 5=-17(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-284/56
WEBS 3-5=-259/114
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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 6-0-0, Exterior(2E) 6-0-0 to 7-10-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0034-21
Truss
B1
Truss Type
Common
Qty
3
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:25 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-9ICXMRAZY9FL09OJOk0nNnmdlfvshmx6Ye_APHzwMfW
Scale = 1:41.5
T1
T2
B1
W2
W1
W2
W1
B2
1
2
3
4
5
6
9 8 7
10 11
12 13
4x6
3x4 3x4 3x4 3x4
2x4
3x4
2x4
7-8-8
7-8-8
14-11-8
7-2-15
22-8-0
7-8-8
-1-6-0
1-6-0
5-10-13
5-10-13
11-4-0
5-5-3
16-9-3
5-5-3
22-8-0
5-10-13
0-
4
-
5
6-
1
1
-
1
0
0-
4
-
5
7.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-12]
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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.37
0.46
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.19
0.04
0.03
(loc)
6-7
6-7
6
6-7
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 99 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-5-13 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) 6=1135/0-3-8 (min. 0-1-8), 2=1295/0-3-8 (min. 0-1-8)
Max Horz2=114(LC 11)
Max Uplift6=-62(LC 12), 2=-111(LC 12)
Max Grav6=1154(LC 18), 2=1295(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1797/132, 3-10=-1595/147, 4-10=-1495/159, 4-11=-1512/166, 5-11=-1613/147,
5-6=-1817/139
BOT CHORD 2-9=-72/1517, 9-12=-2/1013, 8-12=-2/1013, 8-13=-2/1013, 7-13=-2/1013, 6-7=-70/1460
WEBS 4-7=-43/707, 5-7=-450/110, 4-9=-36/679, 3-9=-435/108
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 11-4-0, Exterior(2R) 11-4-0 to 14-4-0,
Interior(1) 14-4-0 to 22-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=111.
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
B0034-21
Truss
B1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:26 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-dVmvZnBCITNBeJzWyRX0w?Jru3L7QG3FmIkkxjzwMfV
Scale = 1:46.2
T1 T1
B1
ST6
ST5
ST4
ST3
ST2ST1
ST5
ST4
ST3
ST2 ST1
B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
27 26 25 24 23 22 21 20 19 18 17 16
4x4
3x4
3x4
3x4
22-8-0
22-8-0
-1-6-0
1-6-0
11-4-0
11-4-0
22-8-0
11-4-0
24-2-0
1-6-0
0-
4
-
5
6-
1
1
-
1
0
0-
4
-
5
7.00 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
0.15
0.07
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
15
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 120 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 22-8-0.
(lb) - Max Horz2=-118(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16, 14
Max Grav All reactions 250 lb or less at joint(s) 21, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16 except 2=292(LC 1),
14=292(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; 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) -1-6-14 to 1-4-0, Exterior(2N) 1-4-0 to 11-4-0, Corner(3R) 11-4-0 to 14-4-0,
Exterior(2N) 14-4-0 to 24-2-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24, 25, 26, 27,
20, 19, 18, 17, 16, 14.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0034-21
Truss
C1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:29 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-14R2BoD4bOlmVmi5da5jYdxEwGHYdSuiTGyOY2zwMfS
Scale = 1:63.2
T1
T2
T3
T4
B1
W1 W2
W3 W4
W5 W6 W7 W8 W7 W9 W10
W11B3B2
1
2
3
4
5 6 7
8
9
10
11
18 17 16
15 14 13 12
19 20
21 22 23
5x6
7x10 M18SHS
5x6
4x6
3x4
2x4 7x8 2x4
2x4
4x8 2x4
3x8
4x8
2x4
6x8
4x6
6-0-8
6-0-8
11-4-0
5-3-8
16-8-0
5-4-0
22-9-8
6-1-8
26-2-12
3-5-4
29-8-0
3-5-4
35-8-0
6-0-0
-1-6-0
1-6-0
6-0-8
6-0-8
11-4-0
5-3-8
16-8-0
5-4-0
22-9-8
6-1-8
26-2-12
3-5-4
29-8-0
3-5-4
32-3-8
2-7-8
35-8-0
3-4-8
37-2-0
1-6-0
0-
4
-
5
3-
8
-
9
6-
1
1
-
1
0
0-
4
-
5
3-
8
-
9
7.00 12
Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-3-0,Edge], [17:0-4-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.68
0.48
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.53
0.11
0.12
(loc)
14-16
14-16
10
14-16
l/defl
>999
>798
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 409 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except
2-0-0 oc purlins (3-10-14 max.): 5-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-17
REACTIONS.(lb/size) 2=2776/0-3-8 (min. 0-1-8), 10=3930/0-3-8 (min. 0-2-2)
Max Horz2=118(LC 26)
Max Uplift2=-224(LC 8), 10=-348(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4702/322, 3-4=-4196/345, 4-5=-4219/345, 5-6=-9958/796, 6-19=-9954/795,
19-20=-9954/795, 7-20=-9954/795, 7-8=-5842/500, 8-9=-6856/568, 9-10=-6959/565
BOT CHORD 2-18=-193/3934, 17-18=-193/3934, 16-17=-558/8660, 15-16=-560/8658, 14-15=-560/8658,
14-21=-597/8423, 21-22=-597/8423, 13-22=-597/8423, 13-23=-597/8423, 12-23=-597/8423,
10-12=-421/5884
WEBS 3-17=-533/81, 4-17=-263/3686, 5-17=-6086/493, 5-14=-341/1706, 6-14=-549/79,
7-14=-126/2136, 7-13=-57/606, 7-12=-3531/280, 8-12=-230/3073
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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=224,
10=348.
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) 1419 lb down and 113 lb up at
22-9-8, 253 lb down and 40 lb up at 23-7-4, 253 lb down and 40 lb up at 25-7-4, and 253 lb down and 40 lb up at 27-7-4, and 624 lb
down and 95 lb up at 29-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
B0034-21
Truss
C1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:29 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-14R2BoD4bOlmVmi5da5jYdxEwGHYdSuiTGyOY2zwMfS
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-5=-86, 5-8=-86, 8-11=-86, 2-10=-16
Concentrated Loads (lb)
Vert: 14=-1419(F) 12=-624(F) 21=-253(F) 22=-253(F) 23=-253(F)
Job
B0034-21
Truss
C2G
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:30 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-WG?QP8EiMitd7wHHBHcy4rTMlga8Mv_rhwix4UzwMfR
Scale = 1:73.3
T2
T3
T4
T5
B1
W1 W2
W3
W4
W5 W6 W7 W6 W8T1
B1B2
ST7ST6
ST4
ST5
ST3
ST2
ST1
ST8
1
2
3
4
5 6
7
8
9
16 15
14 13 12 11 10
32 33
34 35 36
37
6x8
5x6
5x10 M18SHS
5x6
3x6
4x6 3x12 3x8 4x6
3x6
5-6-0
5-6-0
5-7-12
0-1-12
14-1-0
8-5-4
20-8-0
6-7-0
27-2-0
6-6-0
33-8-0
6-6-0
41-2-0
7-6-0
-1-6-0
1-6-0
5-7-12
5-7-12
14-1-0
8-5-4
20-8-0
6-7-0
27-2-0
6-6-0
33-8-0
6-6-0
41-2-0
7-6-0
42-8-0
1-6-0
0-
4
-
5
4-
7
-
1
8-
6
-
1
4
0-
4
-
5
4-
7
-
1
7.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,Edge], [5:0-3-4,0-2-0], [7:0-3-0,0-2-0], [8:0-3-3,0-1-8], [11:0-2-0,0-1-8], [15:0-4-12,0-1-8], [21:0-1-12,0-1-0]
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-SH
0.86
0.58
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.28
-0.43
0.10
0.08
(loc)
11-13
11-13
8
11-13
l/defl
>999
>992
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 232 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T5: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (2-10-10 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=2582/0-3-8 (min. 0-2-12), 8=1885/0-3-8 (min. 0-2-0)
Max Horz16=-143(LC 10)
Max Uplift16=-279(LC 12), 8=-130(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-223/825, 3-32=-1596/105, 4-32=-1400/123, 4-33=-1406/135, 5-33=-1543/117,
5-34=-3379/244, 6-34=-3382/243, 6-35=-3382/243, 35-36=-3379/243, 7-36=-3379/244,
7-37=-2726/180, 8-37=-2892/162
BOT CHORD 2-16=-572/243, 15-16=-530/243, 14-15=-94/3283, 13-14=-94/3283, 12-13=-96/3280,
11-12=-96/3280, 10-11=-60/2340, 8-10=-58/2345
WEBS 3-16=-2448/332, 3-15=-160/1865, 4-15=0/984, 5-15=-2487/194, 6-11=-670/108,
7-11=-68/1251, 7-10=0/273
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=41ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 2-6-8, Interior(1) 2-6-8 to 14-1-0, Exterior(2R) 14-1-0 to 18-2-6,
Interior(1) 18-2-6 to 33-8-0, Exterior(2R) 33-8-0 to 37-9-6, Interior(1) 37-9-6 to 42-8-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=279
, 8=130.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
C3
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:32 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Se7BqqFyuJ7LMEQfJieQ9GZi5UIDqpX89EB29NzwMfP
Scale = 1:73.3
T2
T3
T4
T5
B1
W1 W2
W3 W4
W5 W6 W7 W6 W8
W9
T1
B1B21
2
3
4
5 6
7
8
9
10
17 16
15 14 13 12 11
18 19
20 21 22
6x8
5x6
5x8 5x6
3x6
4x6 2x4 3x12 2x4
2x4
3x8 3x4
2x4
4x6
3x6
5-6-0
5-6-0
5-7-12
0-1-12
14-1-0
8-5-4
20-2-0
6-1-0
26-8-0
6-6-0
33-2-0
6-6-0
41-2-0
8-0-0
-1-6-0
1-6-0
5-7-12
5-7-12
14-1-0
8-5-4
20-2-0
6-1-0
26-8-0
6-6-0
33-2-0
6-6-0
36-11-3
3-9-3
41-2-0
4-2-13
42-8-0
1-6-0
0-
4
-
5
4-
1
0
-
9
8-
6
-
1
4
0-
4
-
5
4-
1
0
-
9
7.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,Edge], [5:0-2-12,0-2-0], [7:0-3-0,0-2-0], [9:0-3-3,0-1-8], [12:0-2-0,0-1-8], [16:0-4-12,0-1-8]
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-SH
0.87
0.48
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.39
0.10
0.08
(loc)
12-14
12-14
9
12-14
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 204 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, except
2-0-0 oc purlins (2-11-15 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 17=2582/0-3-8 (min. 0-2-12), 9=1885/0-3-8 (min. 0-2-0)
Max Horz17=-143(LC 10)
Max Uplift17=-279(LC 12), 9=-130(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-223/824, 3-18=-1595/106, 4-18=-1398/123, 4-19=-1404/138, 5-19=-1529/120,
5-20=-3206/239, 6-20=-3209/238, 6-21=-3209/238, 21-22=-3206/239, 7-22=-3206/239,
7-8=-2695/186, 8-9=-2965/196
BOT CHORD 2-17=-570/243, 16-17=-530/241, 15-16=-77/3032, 14-15=-77/3032, 13-14=-79/3029,
12-13=-79/3029, 11-12=-46/2269, 9-11=-113/2448
WEBS 3-17=-2447/332, 3-16=-159/1861, 4-16=-3/1006, 5-16=-2297/182, 6-12=-691/113,
7-12=-70/1152, 7-11=0/292
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=41ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 2-6-8, Interior(1) 2-6-8 to 14-1-0, Exterior(2R) 14-1-0 to 18-2-6,
Interior(1) 18-2-6 to 33-2-0, Exterior(2R) 33-2-0 to 37-0-14, Interior(1) 37-0-14 to 42-8-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) except (jt=lb) 17=279,
9=130.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
C4
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:33 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-wrhZ1AGbfdFC_O?ssP9fiT5t3tbnZEbHNuwchpzwMfO
Scale = 1:71.3
T2
T3
T4
T5
B1
W1 W2
W3 W4
W5 W6 W7 W6 W8
W9
HW1
T1
B3B2
1
2
3
4 5
6
7
8
9
16 15
14 13 12
11 10
17
18 19 20
21
22 23
6x8
5x6
8x10 5x6
3x6
3x6 2x4 4x12 2x4
2x4
3x8 3x4
2x4
3x6
3x6
5-3-4
5-3-4
13-8-8
8-5-4
17-9-8
4-1-0
24-3-8
6-6-0
30-9-8
6-6-0
40-9-8
10-0-0
5-3-4
5-3-4
13-8-8
8-5-4
17-9-8
4-1-0
24-3-8
6-6-0
30-9-8
6-6-0
35-6-11
4-9-3
40-9-8
5-2-13
42-3-8
1-6-0
0-
6
-
1
5
6-
0
-
9
8-
6
-
1
4
0-
4
-
5
6-
0
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-3], [2:0-4-0,Edge], [4:0-3-0,Edge], [6:0-3-0,0-2-0], [8:0-3-3,0-1-8]
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
0.86
0.65
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.41
0.07
0.06
(loc)
8-10
8-10
8
12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 209 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-5-15 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=-366/0-3-8 (min. 0-1-8), 16=2781/0-3-8 (min. 0-3-1), 8=1865/0-3-8 (min. 0-2-0)
Max Horz1=-140(LC 10)
Max Uplift1=-479(LC 24), 16=-152(LC 12), 8=-143(LC 12)
Max Grav1=17(LC 9), 16=2844(LC 17), 8=1878(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-69/1152, 2-17=-1514/138, 3-17=-1336/155, 3-4=-1398/178, 4-5=-2596/241,
5-18=-2596/241, 18-19=-2594/241, 19-20=-2593/241, 6-20=-2592/241, 6-21=-2473/201,
7-21=-2565/183, 7-8=-2895/224
BOT CHORD 1-16=-862/97, 15-16=-809/92, 14-15=-50/2205, 13-14=-50/2205, 13-22=-51/2201,
12-22=-51/2201, 11-12=-40/2105, 11-23=-40/2105, 10-23=-40/2105, 8-10=-129/2406
WEBS 2-16=-2636/245, 2-15=-54/2047, 3-15=-54/951, 4-15=-1853/157, 4-12=-42/614,
5-12=-691/116, 6-12=-59/653, 6-10=0/490, 7-10=-367/106
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=41ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-2-11, Interior(1) 4-2-11 to 13-8-8, Exterior(2E) 13-8-8 to 17-9-8,
Interior(1) 17-9-8 to 30-9-8, Exterior(2R) 30-9-8 to 34-10-7, Interior(1) 34-10-7 to 42-4-6 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) 1=479,
16=152, 8=143.
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
B0034-21
Truss
C5
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:35 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-sDpJSsIrBEVwDh9E_qC7nuBC1hHe19sarCPimizwMfM
Scale = 1:74.2
T2
T3
T4
T5
B1
W1 W2
W3
W4
W5 W6 W7 W6 W8
W9 W10
HW1
T1
B3B2
1
2
3
4 5
6
7
8
9
17 16 15
14 13 12 11 10
18 19 20 21
22
23 24
6x8
5x6
7x10 MT20HS
5x6
3x6
3x6 2x4 4x12
2x4
2x4
3x8 3x4
3x4
2x4 3x6
3x6
5-3-4
5-3-4
13-8-8
8-5-4
15-9-8
2-1-0
22-3-8
6-6-0
28-9-8
6-6-0
32-6-11
3-9-3
40-9-8
8-2-13
5-3-4
5-3-4
13-8-8
8-5-4
15-9-8
2-1-0
22-3-8
6-6-0
28-9-8
6-6-0
32-6-11
3-9-3
40-9-8
8-2-13
42-3-8
1-6-0
0-
6
-
1
5
7-
2
-
9
8-
6
-
1
4
0-
4
-
5
7-
2
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-0-3], [2:0-4-0,Edge], [4:0-3-0,Edge], [6:0-3-0,0-2-0], [7:0-1-12,0-1-8], [8:0-3-3,0-1-8], [14:0-2-4,0-1-8]
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
0.96
0.69
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.37
0.07
0.06
(loc)
8-10
8-10
8
8-10
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 223 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-10-11 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 1-17,16-17.
WEBS 1 Row at midpt 4-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=-244/0-3-8 (min. 0-1-8), 17=2640/0-3-8 (min. 0-2-14), 8=1882/0-3-8 (min. 0-2-0)
Max Horz1=-140(LC 10)
Max Uplift1=-372(LC 24), 17=-143(LC 12), 8=-144(LC 12)
Max Grav1=44(LC 23), 17=2723(LC 17), 8=1905(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-53/937, 2-18=-1584/143, 3-18=-1416/161, 3-4=-1425/188, 4-19=-2216/229,
5-19=-2219/228, 5-20=-2219/229, 20-21=-2217/229, 6-21=-2216/229, 6-7=-2394/230,
7-22=-2594/200, 8-22=-2879/198
BOT CHORD 1-17=-684/85, 16-17=-634/80, 15-16=-7/1722, 14-15=-7/1720, 14-23=-7/1720,
13-23=-7/1720, 12-13=-23/1947, 12-24=-23/1947, 11-24=-23/1947, 10-11=-85/2338,
8-10=-85/2338
WEBS 2-17=-2499/235, 2-16=-45/1932, 3-16=-70/1115, 4-16=-1684/147, 4-13=-54/829,
5-13=-699/120, 6-13=-39/395, 6-11=-42/659, 7-11=-643/102, 7-10=0/255
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=41ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-2-11, Interior(1) 4-2-11 to 13-8-8, Exterior(2E) 13-8-8 to 15-9-8,
Interior(1) 15-9-8 to 28-9-8, Exterior(2R) 28-9-8 to 32-10-7, Interior(1) 32-10-7 to 42-4-6 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=372,
17=143, 8=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
B0034-21
Truss
C6
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:37 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-ocw4tXJ5jrleT?Jd5FEbsJGYUVytV4YtIWupqazwMfK
Scale = 1:62.7
T1
T2
T3
B1
W3
W4
W5
W4
W3
W6 W7W1
W2
T4
B2
1
2 3 4
5
6
7
13 12 11
10 9 8
14
15
1617 18 19
20
21
22 23
5x6
5x6
5x6
5x8
3x4 3x6 3x8
3x8
2x4 3x8 2x4
3x6
8-3-8
8-3-8
14-10-8
6-7-0
21-5-8
6-7-0
27-2-11
5-9-3
35-5-8
8-2-13
8-3-8
8-3-8
14-10-8
6-7-0
21-5-8
6-7-0
27-2-11
5-9-3
35-5-8
8-2-13
36-11-8
1-6-0
3-
8
-
4
8-
4
-
9
8-
6
-
5
0-
4
-
5
8-
4
-
9
7.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-4-0,0-3-0], [6:0-3-3,0-1-8], [12:0-3-0,0-1-8]
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-SH
0.96
0.70
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.23
-0.36
0.09
0.06
(loc)
6-8
6-8
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 194 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-2-11 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 3-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1790/0-5-8 (min. 0-1-15), 6=1945/0-3-8 (min. 0-2-1)
Max Horz13=-178(LC 10)
Max Uplift13=-101(LC 12), 6=-146(LC 12)
Max Grav13=1827(LC 17), 6=1973(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1817/127, 14-15=-1696/129, 2-15=-1678/148, 2-16=-1462/166, 16-17=-1463/166,
17-18=-1463/166, 3-18=-1464/166, 3-19=-1935/190, 4-19=-1933/191, 4-20=-2332/197,
5-20=-2355/176, 5-21=-2879/177, 6-21=-3012/145, 1-13=-1728/130
BOT CHORD 12-22=0/2055, 11-22=0/2055, 11-23=0/2055, 10-23=0/2055, 9-10=0/2055, 8-9=-51/2450,
6-8=-51/2454
WEBS 2-12=0/477, 3-12=-975/51, 3-11=0/353, 3-9=-382/44, 4-9=-22/771, 5-9=-740/98,
5-8=0/276, 1-12=-35/1512
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=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-8-5, Interior(1) 3-8-5 to 8-3-8, Exterior(2R) 8-3-8 to 13-3-11,
Interior(1) 13-3-11 to 21-5-8, Exterior(2R) 21-5-8 to 26-5-11, Interior(1) 26-5-11 to 37-0-6 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) 13=101,
6=146.
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
B0034-21
Truss
C7
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:38 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-HoUS4tKjU9tV49upfzlqPXpkkuIUEYf1XAeMM0zwMfJ
Scale: 3/16"=1'
T1
T2
T3
B1
W3 W4
W5
W6 W6
W5
W7
W8W1
W2
T4
B2
1
2
3 4 5
6
7
8
13 12 11 10 9
14
15
1617 18 19
20
21
22 23
4x6
5x6
5x6
5x8
2x4
3x4
3x4 3x8
3x4
5x8 2x4
3x6
6-3-8
6-3-8
10-3-8
4-0-0
19-5-8
9-2-0
27-2-11
7-9-3
35-5-8
8-2-13
6-3-8
6-3-8
10-3-8
4-0-0
14-10-8
4-7-0
19-5-8
4-7-0
27-2-11
7-9-3
35-5-8
8-2-13
36-11-8
1-6-0
3-
8
-
4
9-
6
-
9
9-
8
-
5
0-
4
-
5
9-
6
-
9
7.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [6:0-4-0,0-3-4], [7:0-3-3,0-1-8], [10:0-3-12,0-3-0], [12:0-1-12,0-1-8]
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-SH
0.86
0.68
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.49
0.08
0.06
(loc)
10-11
10-11
7
7-9
l/defl
>999
>867
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 207 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 1-7-8 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-11-15 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 4-10, 6-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1790/0-5-8 (min. 0-1-15), 7=1945/0-3-8 (min. 0-2-1)
Max Horz13=-197(LC 10)
Max Uplift13=-101(LC 12), 7=-146(LC 12)
Max Grav13=1812(LC 17), 7=1962(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1663/128, 14-15=-1541/131, 2-15=-1472/142, 2-3=-1755/189, 3-16=-1446/175,
16-17=-1446/175, 17-18=-1448/175, 4-18=-1448/175, 4-19=-1767/193, 5-19=-1766/193,
5-20=-2029/188, 6-20=-2181/159, 6-21=-2878/179, 7-21=-3004/148, 1-13=-1737/126
BOT CHORD 11-12=0/1439, 11-22=0/1731, 22-23=0/1731, 10-23=0/1731, 9-10=-56/2450, 7-9=-55/2454
WEBS 2-12=-664/61, 2-11=-12/360, 3-11=-44/597, 4-11=-704/64, 5-10=-7/651, 6-10=-878/121,
6-9=0/295, 1-12=-48/1493
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=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-8-5, Interior(1) 3-8-5 to 10-3-8, Exterior(2R) 10-3-8 to 15-3-11,
Interior(1) 15-3-11 to 19-5-8, Exterior(2R) 19-5-8 to 24-5-11, Interior(1) 24-5-11 to 37-0-6 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) 13=101,
7=146.
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
B0034-21
Truss
C8
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:39 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-l?2qIDLMFT?LiJT0DgG3ykLtjIeLz?UAmqNwvTzwMfI
Scale = 1:69.7
T1
T2
T3
B1
W3
W4 W5
W6
W5 W7
W8
W9 W10W1
W2
T4
B2
1
2
3 4
5
6
7
8
15 14 13 12
11 10 9
16
17
18
19
20
21 22
4x6
5x6
5x6
5x8
2x4 3x6
3x4
3x4 3x4 3x8
3x4
3x4 2x4
3x6
6-3-8
6-3-8
12-3-8
6-0-0
17-5-8
5-2-0
21-11-10
4-6-2
27-2-11
5-3-1
35-5-8
8-2-13
6-3-8
6-3-8
12-3-8
6-0-0
17-5-8
5-2-0
21-11-10
4-6-2
27-2-11
5-3-1
35-5-8
8-2-13
36-11-8
1-6-0
3-
8
-
4
10
-
8
-
9
10
-
1
0
-
5
0-
4
-
5
10
-
8
-
9
7.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [5:0-1-12,0-1-8], [6:0-4-0,0-3-0], [7:0-3-3,0-1-8], [14:0-1-12,0-1-8], [15:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.98
0.70
0.68
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.36
0.08
0.06
(loc)
7-9
7-9
7
7-9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 221 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, except end verticals, and
2-0-0 oc purlins (4-10-14 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-13, 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) 15=1790/0-5-8 (min. 0-1-15), 7=1945/0-3-8 (min. 0-2-1)
Max Horz15=-215(LC 10)
Max Uplift15=-101(LC 12), 7=-146(LC 12)
Max Grav15=1841(LC 17), 7=1977(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1709/127, 2-16=-1587/142, 2-17=-1755/172, 3-17=-1639/195, 3-18=-1584/200,
4-18=-1584/200, 4-5=-1899/209, 5-19=-2200/201, 6-19=-2379/198, 6-20=-2885/175,
7-20=-3019/144, 1-15=-1757/124
BOT CHORD 14-21=0/1498, 13-21=0/1498, 13-22=0/1495, 12-22=0/1495, 11-12=0/1942, 10-11=0/1942,
9-10=-50/2454, 7-9=-49/2459
WEBS 2-14=-635/77, 2-13=-91/260, 3-13=-111/254, 3-12=-42/497, 4-12=-33/567, 5-12=-800/103,
5-10=-25/633, 6-10=-746/90, 6-9=0/287, 1-14=-46/1554
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=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-8-5, Interior(1) 3-8-5 to 12-3-8, Exterior(2E) 12-3-8 to 17-5-8,
Exterior(2R) 17-5-8 to 22-5-11, Interior(1) 22-5-11 to 37-0-6 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) 15=101,
7=146.
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
B0034-21
Truss
C9
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:41 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-hNAajvMcm4G3xccOK5JX19RC_6JkRvmTD8s1zLzwMfG
Scale = 1:77.0
T2
T3
T4
B1
W3
W4
W5
W6
W5 W7
W8
W9 W10W1
W2
T1
T5
B2
1
2
3 4
5
6
7 8
15 14 13 12
11 10 9
19
20 21
22
23 24
5x8
5x6
5x6
5x6
2x4 4x6 4x4 3x4
3x8
3x4
3x4 2x4
4x6
3x6
6-3-8
6-3-8
14-3-8
8-0-0
15-5-8
1-2-0
21-11-10
6-6-2
27-2-11
5-3-1
35-5-8
8-2-13
6-3-8
6-3-8
14-3-8
8-0-0
15-5-8
1-2-0
21-11-10
6-6-2
27-2-11
5-3-1
35-5-8
8-2-13
36-11-8
1-6-0
3-
8
-
4
11
-
1
0
-
9
12
-
0
-
5
0-
4
-
5
11
-
1
0
-
9
7.00 12
Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [3:0-3-0,0-2-0], [5:0-1-12,0-1-8], [6:0-3-0,0-3-4], [7:0-3-3,0-1-8]
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-MSH
0.99
0.71
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.24
-0.37
0.08
0.07
(loc)
9-18
9-18
7
9-18
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 228 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, except end verticals, and
2-0-0 oc purlins (5-3-6 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-13, 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) 15=1798/0-5-8 (min. 0-1-15), 7=1939/0-3-8 (min. 0-2-1)
Max Horz15=-233(LC 10)
Max Uplift15=-101(LC 12), 7=-143(LC 12)
Max Grav15=1830(LC 17), 7=1961(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-1715/126, 2-19=-1522/143, 2-20=-1730/176, 3-20=-1582/197, 3-4=-1396/206,
4-21=-1604/205, 5-21=-1719/184, 5-6=-2392/201, 6-22=-2885/180, 7-22=-3009/150,
1-15=-1758/122
BOT CHORD 14-23=0/1531, 13-23=0/1531, 12-13=0/1431, 12-24=0/1972, 11-24=0/1972, 10-11=0/1972,
9-10=-52/2471, 7-9=-52/2475
WEBS 2-14=-636/90, 3-13=-25/302, 3-12=-244/570, 4-12=-66/615, 5-12=-967/118, 5-10=-10/692,
6-10=-736/89, 6-9=0/270, 1-14=-50/1584
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=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-8-5, Interior(1) 3-8-5 to 14-3-8, Exterior(2E) 14-3-8 to 15-5-8,
Exterior(2R) 15-5-8 to 20-5-11, Interior(1) 20-5-11 to 37-0-6 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) 15=101,
7=143.
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
B0034-21
Truss
CR1
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:42 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-9akzwFNEXOOwZmBauoqmZNzUTWmNAPIcSocaVozwMfF
Scale = 1:28.4
T1
W3
B1
W1 W2
1
2
3
4 5
8 7
6
9
10
11 12
4x4
3x4 3x4
3x4
2x4
5-9-6
5-9-6
11-3-0
5-5-10
-2-1-7
2-1-7
5-9-6
5-9-6
11-3-0
5-5-10
0-
4
-
5
5-
0
-
0
4.95 12
Plate Offsets (X,Y)-- [4:0-2-0,0-1-12], [7:0-1-8,0-1-8]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.56
0.30
0.48
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
-0.02
(loc)
7-8
7-8
7
2-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=720/Mechanical, 2=847/0-7-6 (min. 0-1-8)
Max Horz2=136(LC 20)
Max Uplift7=-83(LC 5), 2=-112(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-975/49, 3-9=-803/66, 4-7=-287/75
BOT CHORD 2-11=-110/809, 8-11=-110/809, 8-12=-110/809, 7-12=-110/809
WEBS 3-8=0/296, 3-7=-818/81
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) 7 except (jt=lb) 2=112.
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) 49 lb down and 14 lb up at 2-9-8, 49
lb down and 14 lb up at 2-9-8, 61 lb down and 43 lb up at 5-7-7, 61 lb down and 43 lb up at 5-7-7, and 98 lb down and 80 lb up at 8-5-6
, and 98 lb down and 80 lb up at 8-5-6 on top chord, and 3 lb down at 2-9-8, 3 lb down at 2-9-8, 18 lb down at 5-7-7, 18 lb down at
5-7-7, and 51 lb down at 8-5-6, and 51 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: 1-4=-86, 4-5=-16, 2-6=-16
Concentrated Loads (lb)
Vert: 8=-14(F=-7, B=-7) 10=-196(F=-98, B=-98) 12=-46(F=-23, B=-23)
Job
B0034-21
Truss
CR2
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:43 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-dmHL7bOsIhWnBwmnSWL?6aWhiv79vxPmhSL72EzwMfE
Scale = 1:24.4
T1
W3
B1
W1 W2
1
2
3
4 5
8 7
6
9
10
11 12
2x4
3x4 2x4
3x4
2x4
4-4-6
4-4-6
8-5-1
4-0-11
-2-1-7
2-1-7
4-4-6
4-4-6
8-5-1
4-0-11
0-
4
-
5
3-
1
0
-
0
4.95 12
Plate Offsets (X,Y)-- [7:0-1-8,0-1-8]
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
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.40
0.13
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.01
0.00
(loc)
2-8
2-8
7
8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 39 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 7=394/Mechanical, 2=644/0-4-9 (min. 0-1-8)
Max Horz2=105(LC 5)
Max Uplift7=-32(LC 5), 2=-92(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-579/0, 3-9=-458/12
BOT CHORD 2-11=-50/447, 8-11=-50/447, 8-12=-50/447, 7-12=-50/447
WEBS 3-7=-498/34
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) 7, 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.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 14 lb up at 2-9-8, 49
lb down and 14 lb up at 2-9-8, and 61 lb down and 43 lb up at 5-7-7, and 61 lb down and 43 lb up at 5-7-7 on top chord, and 3 lb down
at 2-9-8, 3 lb down at 2-9-8, and 18 lb down at 5-7-7, and 18 lb down at 5-7-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-4=-86, 4-5=-16, 2-6=-16
Concentrated Loads (lb)
Vert: 12=-14(F=-7, B=-7)
Job
B0034-21
Truss
D1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:45 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Z9P5YHP6qJmVQEw9ZxNTB?b1_jfcNji28lqE66zwMfC
Scale = 1:46.4
W1
T1
B1
W2
W3
W4 W5 T2
1
2
3
4
5
8 7 6
9 10
4x8 M18SHS
3x4
5x6
3x4
4x6
7x8 2x4
5-4-0
5-4-0
9-0-0
3-8-0
13-5-8
4-5-8
5-4-0
5-4-0
9-0-0
3-8-0
13-5-8
4-5-8
14-11-8
1-6-0
8-
2
-
8
0-
4
-
5
7.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-2-0], [3:0-3-0,0-3-0], [7:0-3-4,0-4-12]
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
0.41
0.78
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.16
0.02
0.04
(loc)
7-8
7-8
4
7-8
l/defl
>999
>978
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 172 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-8, 2-8
REACTIONS.(lb/size) 8=5564/0-5-8 (min. 0-2-15), 4=2925/0-3-8 (min. 0-1-9)
Max Horz8=-222(LC 21)
Max Uplift8=-535(LC 4), 4=-289(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4994/495, 3-4=-4889/427
BOT CHORD 8-9=-326/4253, 9-10=-326/4253, 7-10=-326/4253, 6-7=-298/4127, 4-6=-295/4115
WEBS 2-8=-5626/593, 2-7=-571/5836, 3-7=-327/217, 3-6=-454/118
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-7 2x4 - 1 row at 0-3-0 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) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=535,
4=289.
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) 1526 lb down and 142 lb up at
1-4-12, and 1509 lb down and 137 lb up at 3-4-12, and 4034 lb down and 437 lb up at 5-4-0 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, 4-8=-16
Continued on page 2
Job
B0034-21
Truss
D1
Truss Type
Roof Special Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:45 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Z9P5YHP6qJmVQEw9ZxNTB?b1_jfcNji28lqE66zwMfC
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=-4034(B) 9=-1482(B) 10=-1482(B)
Job
B0034-21
Truss
E1
Truss Type
Hip Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:48 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-_j5EBIS?7E84HhfkF3xApeDSvwh5a4zVqj3ujRzwMf9
Scale = 1:73.5
T1
T2
T3
B1
W1
W2 W3 W4 W3 W4 W3 W4 W3 W4 W3
W2
W1
T2
B1B2
1
2
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 28 29 30 31 32 33 34 35 36 37 38 39
4x8
5x6
3x6
4x8 M18SHS4x8
2x4
4x8
2x4 4x8
2x4
2x4
3x8 2x4
5x8
6x8
4x4
2x4
5x8 M18SHS
4x8
8-0-0
8-0-0
13-2-9
5-2-9
18-6-14
5-4-5
23-11-2
5-4-5
29-3-7
5-4-5
34-6-0
5-2-9
42-6-0
8-0-0
4-4-8
4-4-8
8-0-0
3-7-8
13-2-9
5-2-9
18-6-14
5-4-5
23-11-2
5-4-5
29-3-7
5-4-5
34-6-0
5-2-9
38-1-8
3-7-8
42-6-0
4-4-8
44-0-0
1-6-0
0-
4
-
5
4-
1
0
-
9
5-
0
-
5
0-
4
-
5
4-
1
0
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-4-0,0-1-11], [9:0-5-0,Edge], [11:0-4-0,0-1-11], [14:0-2-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.82
0.79
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.62
-0.88
0.21
0.22
(loc)
16-17
16-17
11
16-17
l/defl
>821
>575
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 487 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 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W1,W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except
2-0-0 oc purlins (3-1-13 max.): 3-9.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 1=6031/Mechanical, 11=5513/0-5-8 (min. 0-2-15)
Max Horz1=-83(LC 25)
Max Uplift1=-516(LC 8), 11=-552(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10220/941, 2-3=-9960/928, 3-21=-8462/813, 4-21=-8464/812, 4-5=-13782/1345,
5-22=-13782/1345, 6-22=-13782/1345, 6-7=-13782/1345, 7-23=-12023/1197,
8-23=-12023/1197, 8-24=-12026/1198, 9-24=-12023/1198, 9-10=-9776/964, 10-11=-9923/962
BOT CHORD 1-25=-745/8791, 25-26=-745/8791, 26-27=-745/8791, 27-28=-745/8791, 20-28=-745/8791,
20-29=-1035/11990, 29-30=-1035/11990, 30-31=-1035/11990, 19-31=-1035/11990,
19-32=-1035/11990, 18-32=-1035/11990, 18-33=-1035/11990, 17-33=-1035/11990,
17-34=-1223/13805, 34-35=-1223/13805, 16-35=-1223/13805, 16-36=-1223/13805,
15-36=-1223/13805, 15-37=-1223/13805, 14-37=-1223/13805, 14-38=-720/8431,
38-39=-720/8431, 13-39=-720/8431, 11-13=-749/8382
WEBS 3-20=-397/4566, 4-20=-4700/468, 4-19=-69/905, 4-17=-230/2418, 5-17=-448/78,
7-16=-67/1039, 7-14=-2400/210, 8-14=-581/86, 9-14=-456/4850, 9-13=-115/1344,
10-13=-171/362
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 0-7-0 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=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) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=516,
11=552.
Continued on page 2
Job
B0034-21
Truss
E1
Truss Type
Hip Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:48 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-_j5EBIS?7E84HhfkF3xApeDSvwh5a4zVqj3ujRzwMf9
NOTES-
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 360 lb down and 28 lb up at 0-5-4, 355 lb down and 33 lb up at 2-5-4, 355
lb down and 33 lb up at 4-5-4, 355 lb down and 33 lb up at 6-5-4, 355 lb down and 49 lb up at 8-5-4, 355 lb down and 49 lb up at 10-5-4, 355 lb down and 49 lb up at 12-5-4
, 355 lb down and 49 lb up at 14-5-4, 355 lb down and 49 lb up at 16-5-4, 355 lb down and 49 lb up at 18-5-4, 355 lb down and 49 lb up at 20-5-4, 355 lb down and 49 lb up
at 22-5-4, 355 lb down and 49 lb up at 24-5-4, 355 lb down and 49 lb up at 26-5-4, 355 lb down and 49 lb up at 28-5-4, 355 lb down and 49 lb up at 30-5-4, and 355 lb down
and 49 lb up at 32-5-4, and 1052 lb down and 155 lb up at 34-5-4 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, 3-9=-86, 9-12=-86, 1-11=-16
Concentrated Loads (lb)
Vert: 17=-355(B) 13=-1052(B) 15=-355(B) 25=-360(B) 26=-355(B) 27=-355(B) 28=-355(B) 29=-355(B) 30=-355(B) 31=-355(B) 32=-355(B) 33=-355(B) 34=-355(B)
35=-355(B) 36=-355(B) 37=-355(B) 38=-355(B) 39=-355(B)
Job
B0034-21
Truss
E2
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:49 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-SwfcOeSduXGxvrDxomSPMrmd9K0kJXDe3NoSFuzwMf8
Scale = 1:73.7
T1
T2
T4
B1
W1
W2
W3
W4
W3
W4 W3
W2
W1
T3
B1B2
1
2
3 4 5 6
7
8
9
15 14 13 12
11 10
16
17
18 19 20 21
22
23
24
25 26 273x6
5x6
3x8 M18SHS3x8
2x4
3x8
2x4
5x8
3x8
5x6
3x4
2x4
4x6
3x6
10-0-0
10-0-0
17-5-7
7-5-7
25-0-9
7-7-3
32-6-0
7-5-7
42-6-0
10-0-0
5-2-13
5-2-13
10-0-0
4-9-3
17-5-7
7-5-7
25-0-9
7-7-3
32-6-0
7-5-7
37-3-3
4-9-3
42-6-0
5-2-13
44-0-0
1-6-0
0-
4
-
5
6-
0
-
9
6-
2
-
5
0-
4
-
5
6-
0
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [5:0-4-0,0-3-0], [6:0-3-0,0-2-0], [8:0-3-3,0-1-8], [12:0-1-8,0-1-8]
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-SH
0.79
0.83
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.40
-0.60
0.20
0.11
(loc)
12-13
12-13
8
12-13
l/defl
>999
>844
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 204 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T2,T3: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except
2-0-0 oc purlins (3-1-9 max.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-15, 4-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=2149/Mechanical, 8=2311/0-5-8 (min. 0-2-7)
Max Horz1=-102(LC 10)
Max Uplift1=-120(LC 12), 8=-169(LC 12)
Max Grav1=2199(LC 17), 8=2337(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-3799/231, 16-17=-3678/247, 2-17=-3657/251, 2-3=-3479/226, 3-18=-2919/217,
18-19=-2920/217, 4-19=-2922/216, 4-20=-3955/281, 5-20=-3955/281, 5-21=-3958/282,
21-22=-3955/282, 6-22=-3954/282, 6-7=-3428/216, 7-23=-3564/234, 23-24=-3634/225,
8-24=-3705/214
BOT CHORD 1-15=-140/3289, 15-25=-124/4033, 14-25=-124/4033, 13-14=-124/4033, 13-26=-124/4033,
12-26=-124/4033, 11-12=-50/2872, 11-27=-50/2872, 10-27=-50/2872, 8-10=-120/3094
WEBS 2-15=-379/111, 3-15=-29/1305, 4-15=-1478/85, 4-13=0/348, 5-12=-722/114, 6-12=-90/1500,
6-10=0/461, 7-10=-291/106
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) 0-0-12 to 4-3-12, Interior(1) 4-3-12 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-2,
Interior(1) 16-0-2 to 32-6-0, Exterior(2R) 32-6-0 to 38-6-2, Interior(1) 38-6-2 to 44-0-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 8.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=120,
8=169.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
E3
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:51 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-OImMpKUtQ9We89NJwBUtRGrxV8knnN_xWhHZKmzwMf6
Scale = 1:76.9
T1
T2
T1
B1
B2 B2
B3
W1 W2
W3 W4 W5
W6
W7 W8 W9
W10
W11
W12
T3
1
2
3
4 5 6 7 8
9
10
11
17 16 15
14
13
12
18
19
20 21 22
23
24
25
5x6
5x6
3x6
5x8 5x10 MT20HS
3x6
3x4
2x4 3x4
2x4 2x4
5x8
5x6
3x6
3x6
8-2-13
8-2-13
12-0-0
3-9-3
16-6-0
4-6-0
26-3-4
9-9-4
30-6-0
4-2-12
36-0-8
5-6-8
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
8-2-13
8-2-13
12-0-0
3-9-3
16-6-0
4-6-0
21-4-10
4-10-10
26-3-4
4-10-10
30-6-0
4-2-12
36-0-8
5-6-8
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
7-
2
-
9
7-
4
-
5
0-
4
-
5
3-
3
-
1
7-
2
-
9
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-1-12,0-1-8], [4:0-3-0,0-2-0], [6:0-3-0,0-3-0], [8:0-3-0,0-2-0], [9:0-2-12,0-1-8], [10:0-3-3,0-1-8], [15:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.92
0.66
0.90
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.71
0.20
0.06
(loc)
14-15
14-15
12
2-17
l/defl
>999
>605
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 220 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*
W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-6-4 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13,10-12.
WEBS 1 Row at midpt 6-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1899/0-5-8 (min. 0-2-1), 12=2703/0-5-8 (min. 0-2-14)
Max Horz2=-123(LC 10)
Max Uplift2=-139(LC 12), 12=-191(LC 12)
Max Grav2=1932(LC 23), 12=2703(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-2906/125, 18-19=-2734/140, 3-19=-2649/156, 3-4=-2397/189, 4-5=-2243/178,
5-20=-2239/177, 20-21=-2239/177, 6-21=-2239/177, 6-22=-3207/91, 22-23=-3207/91,
7-23=-3207/91, 7-8=-3210/91, 8-9=-1557/46, 9-24=-208/966, 24-25=-224/951,
10-25=-235/807
BOT CHORD 2-17=-33/2338, 16-17=-33/2338, 15-16=0/1963, 14-15=-7/2954, 13-14=0/1444,
12-13=-851/288, 10-12=-701/259
WEBS 3-17=0/278, 3-16=-612/87, 4-16=-51/494, 4-15=-33/624, 5-15=-473/85, 6-15=-925/15,
6-14=0/529, 7-14=-455/80, 8-14=-37/2462, 8-13=-1261/87, 9-13=-66/2040, 9-12=-2321/181
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) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-2,
Interior(1) 18-0-2 to 30-6-0, Exterior(2R) 30-6-0 to 36-6-2, Interior(1) 36-6-2 to 44-0-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=139,
12=191.
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
B0034-21
Truss
E4
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:52 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-sVKl0gVVBSeVmJyVUv?6zUO7xY5hWpl4lL16sCzwMf5
Scale = 1:76.9
T2
T3
T4
B1
B2 B2
B3
W1 W2
W3 W4 W5
W6 W7 W8 W9
W10
W11
W12
T1
T5
1
2
3
4 5 6 7 8
9
10
11
17 16 15
14
13
12
18
19
20 21 22 23
24
25
5x8
5x6
5x6
5x8
3x6
5x8 5x10 MT20HS
3x6
2x4 3x4
2x4 3x4 2x4
5x8
4x6
8-2-13
8-2-13
14-0-0
5-9-3
16-6-0
2-6-0
26-3-4
9-9-4
28-6-0
2-2-12
36-0-8
7-6-8
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
8-2-13
8-2-13
14-0-0
5-9-3
16-6-0
2-6-0
21-4-10
4-10-10
26-3-4
4-10-10
28-6-0
2-2-12
36-0-8
7-6-8
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
8-
4
-
9
8-
6
-
5
0-
4
-
5
3-
3
-
1
8-
4
-
9
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,0-3-0], [4:0-3-0,0-2-0], [8:0-3-0,0-1-4], [9:0-4-0,0-3-4], [10:0-3-3,0-1-8], [13:0-2-0,0-2-0], [15:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.88
0.62
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.35
-0.66
0.16
0.06
(loc)
14-15
14-15
12
2-17
l/defl
>999
>649
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 232 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
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-2-11 max.): 4-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13,10-12.
WEBS 1 Row at midpt 6-15
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1899/0-5-8 (min. 0-2-1), 12=2703/0-5-8 (min. 0-2-14)
Max Horz2=-142(LC 10)
Max Uplift2=-139(LC 12), 12=-191(LC 12)
Max Grav2=1906(LC 23), 12=2703(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-2860/125, 18-19=-2689/155, 3-19=-2500/156, 3-4=-2194/181, 4-5=-1862/175,
5-20=-1858/174, 20-21=-1858/174, 6-21=-1858/174, 6-22=-2284/89, 22-23=-2284/89,
7-23=-2284/89, 7-8=-2288/90, 8-24=-1758/62, 9-24=-1918/34, 9-25=-210/945,
10-25=-235/779
BOT CHORD 2-17=-33/2301, 16-17=-34/2298, 15-16=0/1761, 14-15=0/2341, 13-14=0/1633,
12-13=-774/286, 10-12=-671/257
WEBS 3-17=0/295, 3-16=-706/94, 4-16=-45/470, 4-15=-32/531, 5-15=-381/77, 6-15=-685/10,
7-14=-369/65, 8-14=-15/1781, 8-13=-1059/85, 9-13=-73/2254, 9-12=-2339/193
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=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-2,
Interior(1) 20-0-2 to 28-6-0, Exterior(2R) 28-6-0 to 34-6-2, Interior(1) 34-6-2 to 44-0-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=139,
12=191.
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
B0034-21
Truss
E5
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:53 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Khu7E0W8ymmMNSXi1cWMWhwJ9xRYFI4E_?mfOfzwMf4
Scale = 1:76.9
T2
T3
T4
B1
B2 B2
B3
W1
W2 W3
W4 W5
W6
W7 W8
W9
T1
T5
1
2
3
4 5 6
7
8
9
10
14 13
12
11
15
16
17 18 19
20
21
22
5x8
5x6
5x6
5x6
3x6
5x8
5x10 MT20HS
3x6
2x4 5x8
3x4
2x4
8-2-13
8-2-13
16-6-0
8-3-3
26-3-4
9-9-4
36-0-8
9-9-4
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
8-2-13
8-2-13
16-0-0
7-9-3
21-3-0
5-3-0
26-6-0
5-3-0
31-1-14
4-7-14
36-0-8
4-10-10
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
9-
6
-
9
9-
8
-
5
0-
4
-
5
3-
3
-
1
9-
6
-
9
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,0-3-4], [7:0-3-0,0-3-0], [9:0-3-3,0-1-8], [12:0-4-0,0-2-12], [13:0-2-12,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.79
0.58
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.30
-0.57
0.16
0.05
(loc)
12-13
12-13
11
2-14
l/defl
>999
>753
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 215 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
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (4-8-8 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-11.
WEBS 1 Row at midpt 3-13, 5-13
2 Rows at 1/3 pts 7-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1899/0-5-8 (min. 0-2-0), 11=2703/0-5-8 (min. 0-2-14)
Max Horz2=-160(LC 10)
Max Uplift2=-139(LC 12), 11=-191(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-2861/126, 3-15=-2699/157, 3-16=-2005/141, 4-16=-1816/170, 4-17=-1597/178,
17-18=-1598/178, 5-18=-1600/177, 5-19=-1791/94, 19-20=-1789/94, 6-20=-1788/94,
6-7=-2135/87, 7-21=-157/929, 8-21=-176/736, 8-22=-233/964, 9-22=-244/805
BOT CHORD 2-14=-36/2309, 13-14=-37/2307, 12-13=0/1960, 11-12=0/1060, 9-11=-703/267
WEBS 3-14=0/325, 3-13=-855/115, 4-13=0/424, 5-13=-642/19, 6-12=0/710, 7-12=-13/944,
7-11=-2899/144, 8-11=-532/123
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 16-0-0, Exterior(2R) 16-0-0 to 22-0-2,
Interior(1) 22-0-2 to 26-6-0, Exterior(2R) 26-6-0 to 32-6-2, Interior(1) 32-6-2 to 44-0-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=139,
11=191.
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
B0034-21
Truss
E6
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:55 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-H40tfhXOTN04dmh491Zqb60cFl8SjBaXRJFmTXzwMf2
Scale = 1:76.9
T2
T3
T2
B1
B2 B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12 W13
W14
T1 T1
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
3x6
5x6
5x6
5x6
3x6
5x8 5x10 MT20HS
3x6
3x4
2x4 3x4
3x4
3x4
3x4
3x8
3x4
5x6
2x4
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
18-0-0
1-6-0
24-6-0
6-6-0
26-3-4
1-9-4
36-0-8
9-9-4
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
18-0-0
1-6-0
24-6-0
6-6-0
26-3-4
1-9-4
31-1-14
4-10-10
36-0-8
4-10-10
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
10
-
8
-
9
10
-
1
0
-
5
0-
4
-
5
3-
3
-
1
10
-
8
-
9
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-3-0,0-2-0], [9:0-1-12,0-1-8], [10:0-3-0,0-3-0], [12:0-3-3,0-1-8], [15:0-2-8,0-3-0],
[18:0-3-0,0-2-8], [19:0-1-12,0-1-8]
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-SH
1.00
0.55
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.30
-0.55
0.16
0.06
(loc)
14-15
14-15
14
19-20
l/defl
>999
>778
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 267 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
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-0-6 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-14.
WEBS 1 Row at midpt 3-19, 5-18, 6-18, 6-17, 7-17, 7-16
2 Rows at 1/3 pts 10-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1899/0-5-8 (min. 0-2-0), 14=2703/0-5-8 (min. 0-2-14)
Max Horz2=-178(LC 10)
Max Uplift2=-139(LC 12), 14=-191(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-3114/144, 3-21=-2972/149, 3-4=-2416/143, 4-22=-2065/159, 5-22=-2026/162,
5-6=-1913/204, 6-7=-1669/183, 7-23=-1583/131, 23-24=-1583/131, 24-25=-1583/131,
25-26=-1583/131, 8-26=-1583/131, 8-9=-1838/143, 9-27=-2009/90, 10-27=-2120/71,
10-11=-177/930, 11-28=-233/964, 12-28=-245/805
BOT CHORD 2-20=-80/2621, 19-20=-80/2621, 18-19=0/1922, 17-18=0/1620, 16-17=0/1598, 15-16=0/1833,
14-15=0/1060, 12-14=-703/267
WEBS 3-20=0/271, 3-19=-727/97, 5-19=0/384, 5-18=-889/120, 6-18=-137/272, 7-17=-118/269,
7-16=-14/290, 8-16=-13/488, 9-16=-613/0, 9-15=0/485, 10-15=-12/908, 10-14=-2899/148,
11-14=-528/123
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 18-0-0, Exterior(2R) 18-0-0 to 24-0-2,
Interior(1) 24-0-2 to 24-6-0, Exterior(2R) 24-6-0 to 30-6-2, Interior(1) 30-6-2 to 44-0-14 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=139,
14=191.
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
B0034-21
Truss
E7
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:57 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-DS8e3NZe??Hos4rTGSbIgX5xQZozB51qvdktXQzwMf0
Scale = 1:80.7
T2
T3
T2
B1
B2 B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12 W13
W14
T1 T1
1
2
3
4
5
6
7 8
9
10
11
12
13
20 19 18
17
16
15
14
27
28 29
30
3x6
5x6
5x6
5x6
3x6 5x8 5x10 MT20HS
3x6
3x4
2x4 3x4
3x4
3x4
3x4
3x8
3x4
5x6
2x4
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
20-0-0
3-6-0
22-6-0
2-6-0
26-3-4
3-9-4
36-0-8
9-9-4
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
20-0-0
3-6-0
22-6-0
2-6-0
26-3-4
3-9-4
31-1-14
4-10-10
36-0-8
4-10-10
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
11
-
1
0
-
9
12
-
0
-
5
0-
4
-
5
3-
3
-
1
11
-
1
0
-
9
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-3-0,0-2-0], [9:0-1-12,0-1-8], [10:0-3-0,0-3-0], [12:0-3-3,0-1-8], [15:0-2-8,0-2-12],
[18:0-3-0,0-2-8], [19:0-1-12,0-1-8]
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-MSH
0.96
0.61
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.56
0.16
0.06
(loc)
14-15
14-15
14
19-20
l/defl
>999
>766
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 272 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
BRACING-
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (5-7-7 max.): 7-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-14.
WEBS 1 Row at midpt 3-19, 5-18, 6-17, 7-16, 9-16
2 Rows at 1/3 pts 10-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1890/0-5-8 (min. 0-2-0), 14=2715/0-5-8 (min. 0-2-14)
Max Horz2=-196(LC 10)
Max Uplift2=-134(LC 12), 14=-192(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-27=-3224/158, 3-27=-3114/162, 3-4=-2459/146, 4-5=-2108/165, 5-28=-1939/191,
6-28=-1881/206, 6-7=-1669/185, 7-8=-1415/160, 8-9=-1728/169, 9-29=-2026/92,
10-29=-2144/82, 10-11=-176/927, 11-30=-232/957, 12-30=-239/799
BOT CHORD 2-20=-93/2795, 19-20=-93/2795, 18-19=0/1958, 17-18=0/1648, 16-17=0/1484, 15-16=0/1868,
14-15=0/1069, 12-14=-701/267
WEBS 3-20=0/263, 3-19=-867/109, 5-19=0/396, 5-18=-890/116, 6-18=-108/359, 6-17=-441/130,
7-17=-104/523, 7-16=-155/255, 8-16=-44/568, 9-16=-772/0, 9-15=0/510, 10-15=0/928,
10-14=-2911/127, 11-14=-524/120
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) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 20-0-0, Exterior(2E) 20-0-0 to 22-6-0,
Exterior(2R) 22-6-0 to 28-6-2, Interior(1) 28-6-2 to 44-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=134,
14=192.
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
B0034-21
Truss
E8
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:58 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-hfh0HjZGmIPfUEQfq96XDle6ry89wYIz7HUQ4szwMf?
Scale = 1:84.5
T2 T2
B1
B2 B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10 W11
W12
T1 T1
1
2
3
4
5
6
7
8
9
10
11
12
18 17 16
15
14
13
25 26
3x6
5x6
5x6
3x6 5x8 5x10 MT20HS
3x6
3x4
2x4 3x4
3x4
3x4
3x8
3x4
5x6
2x4
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
21-3-0
4-9-0
26-3-4
5-0-4
36-0-8
9-9-4
36-6-0
0-5-8
42-6-0
6-0-0
-1-6-0
1-6-0
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
21-3-0
4-9-0
26-3-4
5-0-4
31-1-14
4-10-10
36-0-8
4-10-10
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
12
-
9
-
1
0-
4
-
5
3-
3
-
1
7.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-1-12,0-1-8], [9:0-3-0,0-3-0], [11:0-3-3,0-1-8], [14:0-2-8,0-2-12], [16:0-3-0,0-2-8],
[17:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.98
0.62
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.58
0.17
0.06
(loc)
13-14
13-14
13
17-18
l/defl
>999
>751
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 249 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
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-13.
WEBS 1 Row at midpt 3-17, 5-16, 6-15, 8-15
2 Rows at 1/3 pts 9-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1890/0-5-8 (min. 0-2-0), 13=2715/0-5-8 (min. 0-2-14)
Max Horz2=-209(LC 10)
Max Uplift2=-134(LC 12), 13=-192(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3225/167, 3-4=-2458/154, 4-5=-2107/173, 5-6=-1938/212, 6-25=-1628/167,
7-25=-1527/185, 7-26=-1527/181, 8-26=-1643/162, 8-9=-2146/93, 9-10=-160/925,
10-11=-246/956
BOT CHORD 2-18=-103/2797, 17-18=-103/2797, 16-17=0/1957, 15-16=0/1659, 14-15=0/1876,
13-14=0/1067, 11-13=-701/277
WEBS 3-18=0/263, 3-17=-873/120, 5-17=0/391, 5-16=-870/111, 6-16=-96/366, 6-15=-546/151,
7-15=-99/1115, 8-15=-835/0, 8-14=0/510, 9-14=0/937, 9-13=-2907/196, 10-13=-527/140
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) -1-6-14 to 2-8-2, Interior(1) 2-8-2 to 21-3-0, Exterior(2R) 21-3-0 to 25-6-0,
Interior(1) 25-6-0 to 44-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=134,
13=192.
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
B0034-21
Truss
E9
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:11:59 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-9rFOU3auXcXW6N_sOtdmmyAL3MVRf?W6MxD_cJzwMf_
Scale = 1:83.4
T2 T2
B1
B2 B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10 W11
W12
T1 T3
1
2
3
4
5
6
7
8
9
10
11
17 16 15
14
13
12
24 25
3x6
5x6
5x6
3x6 5x8 5x10 MT20HS
3x6
3x4
2x4 3x4
3x4
3x4
3x8
3x4
5x6
2x4
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
21-3-0
4-9-0
26-3-4
5-0-4
36-0-8
9-9-4
36-6-0
0-5-8
42-6-0
6-0-0
3-6-0
3-6-0
12-6-0
9-0-0
16-6-0
4-0-0
21-3-0
4-9-0
26-3-4
5-0-4
31-1-14
4-10-10
36-0-8
4-10-10
42-6-0
6-5-8
44-0-0
1-6-0
0-
4
-
5
12
-
9
-
1
0-
4
-
5
3-
3
-
1
7.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-6-0,0-0-10], [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-3-0,0-3-0], [10:0-3-3,0-1-8], [13:0-2-8,0-2-12], [15:0-3-0,0-2-8],
[16:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.76
0.55
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.57
0.17
0.06
(loc)
12-13
12-13
12
16-17
l/defl
>999
>753
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 247 lb FT = 0%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-12.
WEBS 1 Row at midpt 2-16, 4-15, 5-14, 7-14
2 Rows at 1/3 pts 8-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 1=1752/0-5-8 (min. 0-1-14), 12=2718/0-5-8 (min. 0-2-14)
Max Horz1=-205(LC 10)
Max Uplift1=-92(LC 12), 12=-193(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3296/192, 2-3=-2464/158, 3-4=-2113/177, 4-5=-1939/214, 5-24=-1633/170,
6-24=-1532/188, 6-25=-1532/183, 7-25=-1648/164, 7-8=-2151/95, 8-9=-160/925,
9-10=-246/956
BOT CHORD 1-17=-126/2852, 16-17=-126/2852, 15-16=0/1959, 14-15=0/1667, 13-14=0/1880,
12-13=0/1070, 10-12=-701/277
WEBS 2-17=0/270, 2-16=-927/131, 4-16=0/393, 4-15=-860/110, 5-15=-94/356, 5-14=-552/153,
6-14=-101/1122, 7-14=-837/0, 7-13=0/511, 8-13=0/940, 8-12=-2912/197, 9-12=-527/140
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 4-3-0, Interior(1) 4-3-0 to 21-3-0, Exterior(2R) 21-3-0 to 25-6-0,
Interior(1) 25-6-0 to 44-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
12=193.
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
B0034-21
Truss
E10
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:01 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-5EN8vlc93DnELh8EVIgErNGe8ABF7ucPpFi4fBzwMey
Scale = 1:75.8
T2 T2
B1
B2 B2
B3
W3
W4
W5
W6 W7 W8
W9
W10 W11
W12W1
W2
T1
T31
2
3
4
5
6
7
8
9
10
16 15 14
13
12
11
17 18
3x6
5x6
5x6
3x4 5x8 5x6
3x6
3x4
4x4
3x4
3x8
3x4
5x6
2x4
7x10 M18SHS
9-0-0
9-0-0
13-0-0
4-0-0
17-9-0
4-9-0
22-9-4
5-0-4
32-6-8
9-9-4
33-0-0
0-5-8
39-0-0
6-0-0
9-0-0
9-0-0
13-0-0
4-0-0
17-9-0
4-9-0
22-9-4
5-0-4
27-7-14
4-10-10
32-6-8
4-10-10
39-0-0
6-5-8
40-6-0
1-6-0
2-
4
-
1
3
12
-
9
-
1
0-
4
-
5
3-
3
-
1
7.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-3-0,0-3-0], [9:0-3-3,0-1-8], [11:0-2-8,0-2-12], [12:0-2-8,0-2-12], [14:0-3-0,0-2-8],
[15:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.91
0.53
0.96
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.56
0.10
0.03
(loc)
11-12
11-12
11
14
l/defl
>999
>695
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
M18SHS
Weight: 237 lb FT = 0%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T1: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 9-11.
WEBS 1 Row at midpt 3-14, 4-14, 4-13, 6-13, 7-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1556/0-5-8 (min. 0-1-11), 11=2542/0-5-8 (min. 0-2-11)
Max Horz16=-231(LC 10)
Max Uplift16=-81(LC 12), 11=-184(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1814/110, 2-3=-1463/130, 3-4=-1534/187, 4-17=-1354/150, 5-17=-1253/167,
5-18=-1253/165, 6-18=-1369/145, 6-7=-1833/78, 7-8=-161/927, 8-9=-253/963,
1-16=-1485/120
BOT CHORD 15-16=-150/311, 14-15=0/1408, 13-14=0/1286, 12-13=0/1591, 11-12=0/892, 9-11=-702/277
WEBS 3-14=-478/89, 4-13=-344/140, 5-13=-85/840, 6-13=-773/0, 6-12=0/436, 7-12=0/812,
7-11=-2628/183, 8-11=-533/141, 1-15=-29/1273
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=39ft; eave=5ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-0-9, Interior(1) 4-0-9 to 17-9-0, Exterior(2R) 17-9-0 to 21-7-13,
Interior(1) 21-7-13 to 40-6-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb)
11=184.
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
B0034-21
Truss
E11
Truss Type
Roof Special
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:02 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-aQxW75cnqXv5zrjQ3?BTNbowPaYgsPoZ2vSeCdzwMex
Scale = 1:72.7
T1 T2
B1
B2 B2
B3
W3
W4
W5 W6
W7
W8 W9
W10
W1
W2 T3
1
2
3
4
5
6
7
8
13 12
11
10
9
14 15
4x4
5x6
2x4 5x8
5x6
5x6
3x4
3x4
3x8
3x4
2x4
3x4
4-0-0
4-0-0
8-9-0
4-9-0
13-9-4
5-0-4
23-6-8
9-9-4
24-0-0
0-5-8
30-0-0
6-0-0
4-0-0
4-0-0
8-9-0
4-9-0
13-9-4
5-0-4
18-7-14
4-10-10
23-6-8
4-10-10
30-0-0
6-5-8
31-6-0
1-6-0
7-
7
-
1
3
12
-
9
-
1
0-
4
-
5
3-
3
-
1
7.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-1-12,0-1-8], [3:0-2-0,0-2-4], [4:0-1-12,0-1-8], [5:0-3-0,0-3-0], [9:0-3-0,0-2-12], [10:0-2-8,0-3-4], [12:0-3-0,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.50
0.39
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.31
0.06
-0.03
(loc)
9-10
9-10
9
9-10
l/defl
>999
>912
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 196 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 7-9.
WEBS 1 Row at midpt 2-12, 4-11, 5-9, 1-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1060/0-5-8 (min. 0-1-8), 9=2120/0-5-8 (min. 0-2-4)
Max Horz13=-292(LC 10)
Max Uplift13=-55(LC 12), 9=-158(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-489/129, 2-14=-694/109, 3-14=-593/122, 3-15=-505/129, 4-15=-701/110,
4-5=-1073/27, 5-6=-168/912, 6-7=-260/945, 1-13=-1028/88
BOT CHORD 11-12=-56/465, 10-11=0/900, 9-10=0/485, 7-9=-688/283
WEBS 2-12=-732/71, 2-11=0/304, 4-11=-609/0, 4-10=0/368, 5-10=0/493, 5-9=-1935/153,
6-9=-524/140, 1-12=-84/769
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 8-9-0, Exterior(2R) 8-9-0 to 11-9-0,
Interior(1) 11-9-0 to 31-6-14 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) 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) 13 except (jt=lb)
9=158.
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
B0034-21
Truss
E12
Truss Type
Common
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:03 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-2cVvKQdPbr1xa?IddjiiwoL?dzoSbqdiHZBBk4zwMew
Scale = 1:72.9
T1 T2
B1
W3
W4 W5
W6
W7
W1
W2
T3
B2
1
2
3
4
5
6
7
8
12 11
10 9
13 14
15 16 17 18
3x4
4x6
3x4
4x6
3x8
3x4
3x4
3x4
2x4
3x6
3x4
8-9-0
8-9-0
19-9-7
11-0-7
30-0-0
10-2-9
4-6-4
4-6-4
8-9-0
4-2-12
15-8-2
6-11-2
22-7-5
6-11-2
30-0-0
7-4-11
31-6-0
1-6-0
7-
7
-
1
3
12
-
9
-
1
0-
4
-
5
7.00 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
0.85
0.80
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.43
-0.61
0.06
0.05
(loc)
9-11
9-11
7
7-9
l/defl
>825
>580
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 178 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1506/0-5-8 (min. 0-1-11), 7=1671/0-5-8 (min. 0-1-13)
Max Horz12=-292(LC 10)
Max Uplift12=-88(LC 12), 7=-129(LC 12)
Max Grav12=1610(LC 18), 7=1707(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1016/175, 3-13=-884/187, 3-14=-962/187, 4-14=-1098/173, 4-5=-1986/191,
5-6=-2204/176, 6-7=-2481/168
BOT CHORD 12-15=0/710, 15-16=0/710, 11-16=0/710, 11-17=0/1428, 10-17=0/1428, 10-18=0/1428,
9-18=0/1428, 7-9=-48/2012
WEBS 2-11=-8/669, 3-11=-80/572, 4-11=-971/153, 4-9=-22/887, 6-9=-513/131, 2-12=-1441/166
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 8-9-0, Exterior(2R) 8-9-0 to 11-9-0,
Interior(1) 11-9-0 to 31-6-14 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) 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) 12 except (jt=lb)
7=129.
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
B0034-21
Truss
E13
Truss Type
Common
Qty
3
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:04 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-Wo3HXme1M89oC9tpBQDxS0uANN8hKHtrWDxlGWzwMev
Scale = 1:72.9
T1 T2
B1
W3
W4 W5
W6
W7
W1
W2
T3
B2
1
2
3
4
5
6
7
8
12 11
10 9
13 14
15 16 17 18
3x4
4x6
3x4
4x6
3x8
3x4
3x4
3x4
2x4
3x6
3x4
8-9-0
8-9-0
19-9-7
11-0-7
30-0-0
10-2-9
4-6-4
4-6-4
8-9-0
4-2-12
15-8-2
6-11-2
22-7-5
6-11-2
30-0-0
7-4-11
31-6-0
1-6-0
7-
7
-
1
3
12
-
9
-
1
0-
4
-
5
7.00 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
0.85
0.80
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.43
-0.61
0.06
0.05
(loc)
9-11
9-11
7
7-9
l/defl
>825
>580
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 178 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1506/0-5-8 (min. 0-1-11), 7=1671/0-5-8 (min. 0-1-13)
Max Horz12=-292(LC 10)
Max Uplift12=-88(LC 12), 7=-129(LC 12)
Max Grav12=1610(LC 18), 7=1707(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1016/175, 3-13=-884/187, 3-14=-962/187, 4-14=-1098/173, 4-5=-1986/191,
5-6=-2204/176, 6-7=-2481/168
BOT CHORD 12-15=0/710, 15-16=0/710, 11-16=0/710, 11-17=0/1428, 10-17=0/1428, 10-18=0/1428,
9-18=0/1428, 7-9=-48/2012
WEBS 2-11=-8/669, 3-11=-80/572, 4-11=-971/153, 4-9=-22/887, 6-9=-513/131, 2-12=-1441/166
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 8-9-0, Exterior(2R) 8-9-0 to 11-9-0,
Interior(1) 11-9-0 to 31-6-14 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) 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) 12 except (jt=lb)
7=129.
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
B0034-21
Truss
E14
Truss Type
ROOF SPECIAL
Qty
3
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:05 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-_?dfl6ff7SHfqIS?k8kA?DQKInWY3k2?ktgIpyzwMeu
Scale = 1:79.5
T1 T2
B1
B2
B3 B4
B5
W3
W4
W6
W5
W7
W8
W11
W10
W1
W2
W9 T3
1
2
3
4
5 6
7
8
9
10
17 16 15
14
13
12
11
18
19
20 21
2x4
5x6
3x8
2x4
2x4
7x10 MT20HS
3x4
3x4
3x8
3x4
6x8
5x8
2x4
3x8
3x4
8-9-0
8-9-0
12-4-0
3-7-0
19-8-4
7-4-4
27-0-8
7-4-4
30-0-0
2-11-8
4-6-4
4-6-4
8-9-0
4-2-12
12-4-0
3-7-0
19-8-4
7-4-4
27-0-8
7-4-4
28-3-7
1-2-15
30-0-0
1-8-9
31-6-0
1-6-0
7-
7
-
1
3
12
-
9
-
1
0-
4
-
5
1-
0
-
0
7.00 12
Plate Offsets (X,Y)-- [3:0-4-0,Edge], [6:0-3-4,0-2-0], [8:0-1-12,0-1-8], [11:0-1-8,0-1-8], [12:0-3-4,0-3-0], [14:0-2-12,0-2-4], [17:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.90
0.70
0.80
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.41
-0.63
0.28
0.12
(loc)
12-13
12-13
9
12-13
l/defl
>860
>565
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 214 lb FT = 0%
GRIP
220/195
165/146
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 *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W4,W11,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16,14-15.
1 Row at midpt 4-14
WEBS 1 Row at midpt 3-16, 6-14, 2-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 9=1671/0-5-8 (min. 0-1-13), 17=1506/0-5-8 (min. 0-1-10)
Max Horz17=-292(LC 10)
Max Uplift9=-129(LC 12), 17=-88(LC 12)
Max Grav9=1671(LC 1), 17=1566(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-984/181, 3-18=-900/194, 3-19=-1420/250, 4-19=-1437/236, 4-5=-1502/173,
5-6=-1533/141, 6-7=-5603/340, 7-8=-4952/202, 8-9=-2360/102
BOT CHORD 17-20=0/690, 20-21=0/690, 16-21=0/690, 4-14=-485/137, 13-14=-13/2108, 12-13=-13/2108,
11-12=0/1129, 7-12=-575/151, 9-11=-15/1814
WEBS 2-16=0/582, 3-16=-502/16, 14-16=0/923, 3-14=-126/1411, 6-14=-1193/117, 6-13=0/329,
8-12=-108/3762, 8-11=-1719/0, 2-17=-1425/170, 6-12=-186/3210
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 8-9-0, Exterior(2R) 8-9-0 to 11-9-0,
Interior(1) 11-9-0 to 31-6-14 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, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb)
9=129.
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
B0034-21
Truss
E15
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:07 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-wNkPAogwf3XN3ccOsYme4eVgobC0XgQICA9PtrzwMes
Scale = 1:74.0
T1
T2
T3
B1
B2
B3 B4
B5
W3 W4 W3
W6
W5
W7
W8
W11W10
W1
W2 W9 T4
1
2 3
4
5 6
7
8
9
10
18 17 16 15
14
13
12
11
19 20
21
5x6
3x8
3x4 2x4
2x4
8x10 7x10 MT20HS
3x4
3x4
3x4 3x8
7x8
5x8
2x4
3x8
4x4
7-6-0
7-6-0
10-0-0
2-6-0
12-4-0
2-4-0
19-8-4
7-4-4
27-0-8
7-4-4
30-0-0
2-11-8
7-6-0
7-6-0
10-0-0
2-6-0
12-4-0
2-4-0
19-8-4
7-4-4
27-0-8
7-4-4
28-3-7
1-2-15
30-0-0
1-8-9
31-6-0
1-6-0
7-
7
-
1
3
11
-
1
0
-
9
12
-
0
-
5
0-
4
-
5
1-
0
-
0
11
-
1
0
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-1-4,0-1-12], [2:0-3-0,0-2-0], [3:0-2-8,0-0-12], [6:0-3-4,0-2-0], [8:0-1-12,0-1-8], [11:0-1-8,0-1-8], [12:0-3-4,0-3-0], [14:0-2-8,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.90
0.70
0.68
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.41
-0.63
0.28
0.12
(loc)
12-13
12-13
9
12-13
l/defl
>859
>563
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 225 lb FT = 0%
GRIP
220/195
165/146
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 *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W11,W1,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (6-0-0 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16.
1 Row at midpt 4-14
WEBS 1 Row at midpt 2-17, 3-16, 6-14, 1-18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 18=1506/0-5-8 (min. 0-1-10), 9=1671/0-5-8 (min. 0-1-13)
Max Horz18=-279(LC 10)
Max Uplift18=-88(LC 12), 9=-129(LC 12)
Max Grav18=1549(LC 18), 9=1671(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-996/132, 2-19=-852/150, 2-3=-858/170, 3-4=-1416/221, 4-20=-1296/150,
5-20=-1500/121, 5-6=-1531/118, 6-7=-5585/310, 7-8=-4937/173, 8-9=-2353/88,
1-18=-1451/120
BOT CHORD 16-17=0/829, 4-14=-442/130, 13-14=0/2108, 12-13=0/2108, 11-12=0/1125, 7-12=-573/152,
9-11=-7/1808
WEBS 2-17=-630/109, 2-16=-57/668, 3-16=-951/0, 14-16=0/962, 3-14=-87/1556, 6-14=-1195/116,
6-13=0/331, 8-12=-87/3750, 8-11=-1714/0, 1-17=-55/1064, 6-12=-177/3201
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 7-6-0, Exterior(2E) 7-6-0 to 10-0-0,
Exterior(2R) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 31-6-14 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) 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) 18 except (jt=lb)
9=129.
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
B0034-21
Truss
E16
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:08 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-OaIoN8hYPNfEhmAaQGItds2ro_XIG95RQqvyPHzwMer
Scale = 1:80.4
T1
T2
T3
B1
W7
B2 B3
B4
W3
W5
W8
W9
W12
W11
W1
W2 W10
W4
W6
T4
1
2 3
4 5
6
7
8
9
16 15 14
13
12
11
10
17
18
19 20 21
22
23
5x6
4x6
2x4 2x4
6x12
3x4
3x4
3x4
3x4
7x10 MT20HS
3x4
3x4
4x8
5x8
2x4
3x8
3x4
5x6
5-6-0
5-6-0
12-0-0
6-6-0
12-4-0
0-4-0
19-8-4
7-4-4
27-0-8
7-4-4
30-0-0
2-11-8
5-6-0
5-6-0
12-0-0
6-6-0
12-4-0
0-4-0
19-8-4
7-4-4
27-0-8
7-4-4
28-3-7
1-2-15
30-0-0
1-8-9
31-6-0
1-6-0
7-
7
-
1
3
10
-
8
-
9
10
-
1
0
-
5
0-
4
-
5
1-
0
-
0
10
-
8
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-3-0,0-2-0], [3:0-3-0,0-1-15], [4:0-3-0,Edge], [5:0-3-4,0-2-0], [7:0-1-12,0-1-8], [10:0-1-8,0-1-8], [11:0-3-4,0-3-0], [13:0-3-0,0-2-12], [15:0-1-8
,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-SH
0.95
0.69
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.40
-0.62
0.27
0.12
(loc)
11-12
11-12
8
11-12
l/defl
>880
>578
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 209 lb FT = 0%
GRIP
220/195
165/146
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 *Except*
W12,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (4-9-15 max.): 2-3.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-15, 5-13, 1-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 16=1505/0-5-8 (min. 0-1-10), 8=1670/0-5-8 (min. 0-1-12)
Max Horz16=-260(LC 10)
Max Uplift16=-89(LC 12), 8=-130(LC 12)
Max Grav16=1530(LC 18), 8=1670(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-844/117, 17-18=-759/127, 2-18=-742/137, 2-19=-1167/165, 19-20=-1168/165,
20-21=-1169/165, 3-21=-1171/165, 3-22=-1353/152, 4-22=-1511/124, 4-5=-1546/121,
5-6=-5569/305, 6-7=-4934/174, 7-8=-2355/90, 1-16=-1473/112
BOT CHORD 12-13=0/2111, 11-12=0/2111, 10-11=0/1127, 6-11=-558/146, 8-10=-9/1810
WEBS 2-15=-867/114, 2-13=-54/921, 5-13=-1193/119, 5-12=0/339, 7-11=-87/3747, 7-10=-1717/0,
1-15=-76/1135, 5-11=-170/3179, 13-15=0/684
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 5-6-0, Exterior(2R) 5-6-0 to 9-8-15,
Interior(1) 9-8-15 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 31-6-14 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) 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) 16 except (jt=lb)
8=130.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
E17
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:10 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-LyQYoqjox_vyw4KzXhKLiH7BLoCSk3aku8O3UAzwMep
Scale = 1:64.8
T1
T2
T3
B1
B2
B3 B4
B5
W3 W4 W5
W7
W6
W8
W9 W10
W11
W15W14
W1
W2 W12 T4
W13
1
2 3 4 5
6
7
8
9
10
11
20 19 18 17
16
15 14
13
12
21 22 23 24
25
26
4x4
4x4
3x6
2x4 2x4
3x4
3x6
3x4
3x4
3x4 4x8
3x4
6x8
3x8
5x8
2x4
5x14
4x6
3x4
3-6-0
3-6-0
7-11-0
4-5-0
12-4-0
4-5-0
14-0-0
1-8-0
19-8-4
5-8-4
27-0-8
7-4-4
30-0-0
2-11-8
3-6-0
3-6-0
7-11-0
4-5-0
12-4-0
4-5-0
14-0-0
1-8-0
19-8-4
5-8-4
27-0-8
7-4-4
28-3-7
1-2-15
30-0-0
1-8-9
31-6-0
1-6-0
7-
7
-
1
3
9-
6
-
9
9-
8
-
5
0-
4
-
5
1-
0
-
0
9-
6
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-2-0,0-1-0], [5:0-2-0,0-1-12], [7:0-3-8,0-2-4], [9:0-2-0,0-2-0], [12:0-1-8,0-1-8], [13:0-5-0,0-2-12], [16:0-5-8,0-4-0]
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-SH
0.95
0.71
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.37
-0.57
0.24
0.11
(loc)
13-14
13-14
10
13-14
l/defl
>955
>621
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 231 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 *Except*
B2: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W15,W12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals, and
2-0-0 oc purlins (5-7-13 max.): 2-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
1 Row at midpt 4-16
WEBS 1 Row at midpt 2-19, 3-18, 4-15, 7-15, 1-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 20=1506/0-5-8 (min. 0-1-10), 10=1668/0-5-8 (min. 0-1-12)
Max Horz20=-243(LC 10)
Max Uplift20=-88(LC 12), 10=-130(LC 12)
Max Grav20=1529(LC 18), 10=1668(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-647/113, 2-21=-545/126, 2-22=-962/147, 3-22=-964/147, 3-23=-1339/150,
4-23=-1339/150, 4-24=-1362/153, 5-24=-1358/154, 5-25=-1611/155, 6-25=-1681/134,
6-7=-1715/134, 7-8=-5445/307, 8-9=-4628/172, 9-10=-2387/93, 1-20=-1488/114
BOT CHORD 19-26=-17/593, 18-26=-17/593, 4-16=-329/59, 15-16=0/1382, 14-15=0/2081, 13-14=0/2081,
12-13=0/1100, 8-13=-381/123, 10-12=-13/1849
WEBS 2-19=-1021/129, 2-18=-87/1107, 3-18=-1161/90, 16-18=0/988, 3-16=-8/819, 5-15=-30/618,
7-15=-1035/105, 7-14=0/285, 9-13=-89/3293, 9-12=-1546/3, 1-19=-87/1230,
7-13=-174/3075
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 3-6-0, Exterior(2R) 3-6-0 to 7-11-0,
Interior(1) 7-11-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 31-6-14 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, with BCDL = 8.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb)
10=130.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
E18
Truss Type
HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:11 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-p9_w0AjQiI1pYDv95OraFUgQHCcuTRlt7o7c0czwMeo
Scale = 1:58.7
T1 T2
T3
B1
W3
W4
W5
W4
W3
W6 W7
W1
W2
T4
B2
1
2 3 4
5
6
7
13 12 11
10 9 8
14 15 16 17
18
19
20 21
4x4
4x4
4x6
5x6
2x4 3x4
4x8
3x8
2x4 3x8 2x4
3x4
1-6-0
1-6-0
8-9-0
7-3-0
16-0-0
7-3-0
22-9-3
6-9-3
30-0-0
7-2-13
1-6-0
1-6-0
8-9-0
7-3-0
16-0-0
7-3-0
22-9-3
6-9-3
30-0-0
7-2-13
31-6-0
1-6-0
7-
7
-
1
3
8-
4
-
9
8-
6
-
5
0-
4
-
5
8-
4
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [2:0-1-12,0-1-12], [4:0-3-0,0-1-12], [5:0-3-0,0-3-4], [6:0-0-5,Edge], [12:0-2-8,0-2-0]
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-SH
0.68
0.51
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.21
0.07
0.03
(loc)
9-11
9-11
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 183 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-10-5 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-12, 3-9, 1-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1506/0-5-8 (min. 0-1-11), 6=1671/0-5-8 (min. 0-1-13)
Max Horz13=-224(LC 10)
Max Uplift13=-104(LC 8), 6=-129(LC 12)
Max Grav13=1581(LC 18), 6=1694(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-337/121, 2-14=-300/97, 14-15=-301/96, 3-15=-303/96, 3-16=-1465/158,
16-17=-1462/159, 4-17=-1462/159, 4-18=-1683/152, 5-18=-1812/127, 5-19=-2398/138,
6-19=-2511/110, 1-13=-1600/106
BOT CHORD 12-20=0/1327, 11-20=0/1327, 11-21=0/1327, 10-21=0/1327, 9-10=0/1327, 8-9=-27/2031,
6-8=-27/2035
WEBS 2-12=-305/131, 3-12=-1536/115, 3-11=0/409, 3-9=-54/281, 4-9=0/422, 5-9=-734/99,
5-8=0/262, 1-12=-108/1532
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 1-6-0, Exterior(2R) 1-6-0 to 5-8-15, Interior(1) 5-8-15 to 16-0-0,
Exterior(2R) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 31-6-14 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, 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) 13=104,
6=129.
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
B0034-21
Truss
E19
Truss Type
HALF HIP
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:12 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-HLYIDVk2TcAg9NULf6MpniDcXcxdCxN1LStAY2zwMen
Scale = 1:52.0
W1
T1
T2
B1
W2
W1 W2 W1 W2 W3
W4 W5
B2
1 2 3 4
5
6
7
13 12 11
10 9 8
14 15 16
17
18
19 20 21
3x4
2x4 4x6
3x4
3x8
2x4 3x8
2x4
3x4
3x4
2x4
4x4
6-0-12
6-0-12
11-11-12
5-11-0
17-9-0
5-9-4
22-6-3
4-9-3
29-9-0
7-2-13
6-0-12
6-0-12
11-11-12
5-11-0
17-9-0
5-9-4
22-6-3
4-9-3
29-9-0
7-2-13
31-3-0
1-6-0
7-
2
-
9
7-
4
-
5
0-
4
-
5
7-
2
-
9
7.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-1-0], [5:0-1-12,0-1-8], [13:0-1-12,0-1-8]
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-SH
0.58
0.54
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.22
0.07
0.04
(loc)
6-8
6-8
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 171 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except
end verticals, and 2-0-0 oc purlins (4-10-4 max.): 1-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 13=1498/Mechanical, 6=1655/0-3-8 (min. 0-1-12)
Max Horz13=-200(LC 10)
Max Uplift13=-126(LC 8), 6=-127(LC 12)
Max Grav13=1570(LC 18), 6=1681(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1637/155, 3-15=-1640/155, 15-16=-1639/155, 4-16=-1637/156, 4-17=-1940/159,
5-17=-1958/141, 5-18=-2383/138, 6-18=-2500/110
BOT CHORD 13-19=0/1187, 12-19=0/1187, 12-20=0/1187, 11-20=0/1187, 10-11=0/1587, 10-21=0/1587,
9-21=0/1587, 8-9=-26/2027, 6-8=-26/2027
WEBS 2-13=-1724/133, 2-12=0/320, 2-11=-46/798, 3-11=-546/92, 4-11=-37/282, 4-9=-13/591,
5-9=-617/79
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 17-9-0, Exterior(2R) 17-9-0 to
21-11-15, Interior(1) 21-11-15 to 31-3-14 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, 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) 13=126,
6=127.
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
B0034-21
Truss
E20
Truss Type
Half Hip
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:13 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-lX5hQrlgEvIXnX3YCpt2Kvlou?GmxMOAa6cj5VzwMem
Scale = 1:51.7
W1
T1
T2
B1
W2
W3 W2 W3 W2 W4
W5
B2
1 2 3 4
5
6
7
12 11 10
9 8
13 14 15 16 17
18
19
20 21 22
4x4
3x4 5x6
3x4
3x8
2x4
3x8
2x4
3x4
2x4
4x4
6-8-12
6-8-12
13-3-12
6-7-0
19-9-0
6-5-4
29-9-0
10-0-0
6-8-12
6-8-12
13-3-12
6-7-0
19-9-0
6-5-4
24-6-3
4-9-3
29-9-0
5-2-13
31-3-0
1-6-0
6-
0
-
9
6-
2
-
5
0-
4
-
5
6-
0
-
9
7.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [12:0-1-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.48
0.61
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.37
0.07
0.04
(loc)
6-8
6-8
6
8-10
l/defl
>999
>954
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 156 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins,
except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 1-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 12=1498/Mechanical, 6=1655/0-3-8 (min. 0-1-12)
Max Horz12=-168(LC 10)
Max Uplift12=-121(LC 8), 6=-128(LC 12)
Max Grav12=1547(LC 18), 6=1674(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-261/50, 2-15=-2002/165, 3-15=-2002/165, 3-16=-2004/166, 16-17=-2002/166,
4-17=-2000/166, 4-18=-2024/144, 5-18=-2175/125, 5-19=-2429/161, 6-19=-2484/142
BOT CHORD 12-20=0/1498, 11-20=0/1498, 11-21=0/1498, 10-21=0/1498, 9-10=0/1786, 9-22=0/1786,
8-22=0/1786, 6-8=-59/2065
WEBS 2-12=-1872/137, 2-11=0/334, 2-10=-45/741, 3-10=-595/93, 4-10=-41/467, 4-8=0/485,
5-8=-341/83
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 19-9-0, Exterior(2R) 19-9-0 to
23-11-15, Interior(1) 23-11-15 to 31-3-14 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, 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) 12=121,
6=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.
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
B0034-21
Truss
E21
Truss Type
Half Hip Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:16 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-96np3tnZXqg5e?o7uxRlyYNGODJk8kqcG4rNhpzwMej
Scale = 1:51.6
W1
T1
T2
B1
W2
W1 W2 W1 W2 W1 W2
W3
W4
T1
B2
1 2 3 4 5
6
7
8
14 13 12
11 10 9
15 16 17
18 19 20 21 22 23 24 25
4x6
2x4 5x6
6x8
4x8
2x4 3x8 2x4
3x8
3x8
2x4
4x4
4x4
5-7-0
5-7-0
11-0-4
5-5-4
16-5-8
5-5-4
21-9-0
5-3-8
29-9-0
8-0-0
5-7-0
5-7-0
11-0-4
5-5-4
16-5-8
5-5-4
21-9-0
5-3-8
25-4-8
3-7-8
29-9-0
4-4-8
31-3-0
1-6-0
4-
1
0
-
9
5-
0
-
5
0-
4
-
5
4-
1
0
-
9
7.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-0-8], [3:0-3-0,0-3-0], [5:0-1-12,0-1-12], [7:0-1-4,Edge], [12:0-3-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.66
0.46
0.67
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.27
0.07
0.07
(loc)
10-12
10-12
7
10-12
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 354 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except
end verticals, and 2-0-0 oc purlins (5-5-8 max.): 1-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-14
REACTIONS.(lb/size) 14=4049/Mechanical, 7=3700/0-3-8 (min. 0-2-0)
Max Horz14=-135(LC 6)
Max Uplift14=-421(LC 4), 7=-380(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-6456/666, 3-15=-6456/666, 3-16=-6441/664, 4-16=-6441/664, 4-17=-5376/567,
5-17=-5373/567, 5-6=-6319/639, 6-7=-6558/647
BOT CHORD 14-18=-328/4230, 18-19=-328/4230, 13-19=-328/4230, 13-20=-328/4230, 20-21=-328/4230,
12-21=-328/4230, 12-22=-584/6906, 11-22=-584/6906, 11-23=-584/6906, 10-23=-584/6906,
10-24=-584/6906, 24-25=-584/6906, 9-25=-584/6906, 7-9=-483/5543
WEBS 2-14=-5374/548, 2-13=-83/1120, 2-12=-281/2890, 3-12=-463/89, 4-12=-605/70,
4-10=-87/1123, 4-9=-2103/197, 5-9=-250/2728
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=30ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=421,
7=380.
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.
Continued on page 2
Job
B0034-21
Truss
E21
Truss Type
Half Hip Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:16 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-96np3tnZXqg5e?o7uxRlyYNGODJk8kqcG4rNhpzwMej
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 355 lb down and 49 lb up at 1-8-4, 355 lb down and 49 lb up at 3-8-4, 355
lb down and 49 lb up at 5-8-4, 355 lb down and 49 lb up at 7-8-4, 355 lb down and 49 lb up at 9-8-4, 355 lb down and 49 lb up at 11-8-4, 355 lb down and 49 lb up at 13-8-4
, 355 lb down and 49 lb up at 15-8-4, 355 lb down and 49 lb up at 17-8-4, and 355 lb down and 49 lb up at 19-8-4, and 1052 lb down and 155 lb up at 21-8-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5=-86, 5-8=-86, 7-14=-16
Concentrated Loads (lb)
Vert: 11=-355(F) 13=-355(F) 9=-1052(F) 18=-355(F) 19=-355(F) 20=-355(F) 21=-355(F) 22=-355(F) 23=-355(F) 24=-355(F) 25=-355(F)
Job
B0034-21
Truss
J1
Truss Type
Jack-Open
Qty
6
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:17 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-dJLBGDoBI8oyG8MJRfy_UlwZudmttLVmVkaxEGzwMei
Scale: 1"=1'
T1
B1
1
2
5
3
42x4
1-11-11
1-11-11
-1-6-0
1-6-0
1-11-11
1-11-11
0-
4
-
5
1-
6
-
2
1-
1
-
3
1-
6
-
2
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.16
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
2
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 8 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=24/Mechanical, 2=296/0-5-8 (min. 0-1-8), 4=15/Mechanical
Max Horz2=57(LC 12)
Max Uplift3=-8(LC 9), 2=-63(LC 12)
Max Grav3=24(LC 17), 2=296(LC 1), 4=34(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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 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) 3, 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
B0034-21
Truss
J2
Truss Type
Jack-Open
Qty
6
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:17 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-dJLBGDoBI8oyG8MJRfy_UlwZUdlqtLVmVkaxEGzwMei
Scale = 1:17.7
T1
B1
1
2
5
6
3
4
2x4
3-11-11
3-11-11
-1-6-0
1-6-0
3-11-11
3-11-11
0-
4
-
5
2-
8
-
2
2-
3
-
3
2-
8
-
2
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.19
0.09
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=120/Mechanical, 2=381/0-5-8 (min. 0-1-8), 4=29/Mechanical
Max Horz2=82(LC 12)
Max Uplift3=-28(LC 12), 2=-55(LC 12)
Max Grav3=120(LC 1), 2=381(LC 1), 4=66(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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 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) 3, 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
B0034-21
Truss
J3
Truss Type
Jack-Open
Qty
4
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:18 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-6VvaUZpp3SwptIxV?MTD1zTfr03wcokvkOKUmizwMeh
Scale = 1:23.3
T1
B1
1
2
5
3
42x4
5-11-11
5-11-11
-1-6-0
1-6-0
5-11-11
5-11-11
0-
4
-
5
3-
1
0
-
2
3-
5
-
3
3-
1
0
-
2
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.47
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.10
-0.00
0.00
(loc)
2-4
2-4
3
2
l/defl
>999
>692
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 3=220/Mechanical, 2=469/0-5-8 (min. 0-1-8), 4=45/Mechanical
Max Horz2=109(LC 12)
Max Uplift3=-55(LC 12), 2=-48(LC 12)
Max Grav3=220(LC 1), 2=469(LC 1), 4=102(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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 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) 3, 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
B0034-21
Truss
LAY01
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:19 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-ahTyhvqRql2gVSWiZ4_SZA?wlQSNLDw3y231I8zwMeg
Scale = 1:100.8
T2 T3
B1
B2
ST1 ST2
ST3
ST4
ST5
ST6
ST7 ST8 ST9
ST10
T1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
25 24 23 22 21 20 19 18
17
16
15
3x4
3x4
3x4
3x4
3x4
12-9-15
12-9-15
20-11-11
8-1-12
14-6-12
14-6-12
20-11-11
6-4-15
0-
0
-
4
16
-
1
0
-
4
9-
5
-
3
13.89 12
13.89 12
Plate Offsets (X,Y)-- [10:Edge,0-3-1], [14:Edge,0-1-8], [19:0-2-8,0-1-12]
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
0.07
0.02
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 183 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*
ST6,ST7: 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, Except:
6-0-0 oc bracing: 14-15.
WEBS 1 Row at midpt 5-22, 7-21, 8-20, 9-18, 11-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 20-11-11.
(lb) - Max Horz1=-246(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 19, 25, 24, 23, 22, 21, 20, 17, 16, 15 except 14=-156(LC 11),
1=-169(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 14, 19, 25, 24, 23, 22, 21, 20, 18, 17, 16, 15 except 1=302(LC
12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-439/394, 2-3=-359/319, 3-4=-270/239
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) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 14-6-12, Exterior(2R) 14-6-12 to
17-6-12, Interior(1) 17-6-12 to 20-9-6 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, 25, 24, 23, 22, 21,
20, 17, 16, 15 except (jt=lb) 14=156, 1=169.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 18, 17, 16, 15.
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
B0034-21
Truss
LAY02
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:21 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-W4ai6ariLNIOkmg4gV1wfb5HhE7ep7DMQMY8N1zwMee
Scale = 1:56.5
T1
T2
T1
B1
ST1
ST2
ST3
ST4 ST5 ST5 ST5 ST5 ST5
ST6
ST7
ST8
B1
1
2
3
4
5 6 7 8 9 1011
12
13
14
15
28 27 26 25 24 23 22 21 20 19 18 17 16
29 30
3x4
3x4
3x4
3x4
5x6
26-5-8
26-5-8
7-11-13
7-11-13
18-5-11
10-5-14
26-5-8
7-11-13
0-
0
-
4
9-
2
-
1
5
0-
0
-
4
9-
2
-
1
5
13.89 12
Plate Offsets (X,Y)-- [5:0-1-9,Edge], [11:0-2-8,0-1-12]
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
0.04
0.03
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
15
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 187 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.): 5-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-25, 6-24, 7-23, 8-21, 9-20, 10-19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 26-5-8.
(lb) - Max Horz1=173(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 28, 27, 26, 24, 23, 21, 20, 18, 17, 16
Max Grav All reactions 250 lb or less at joint(s) 1, 15, 28, 27, 26, 25, 24, 23, 21, 20, 19, 18, 17, 16
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=26ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 7-11-13, Exterior(2R) 7-11-13 to
12-0-0, Interior(1) 12-0-0 to 18-5-11, Exterior(2R) 18-5-11 to 22-8-9, Interior(1) 22-8-9 to 26-1-10 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 2x4 MT20 unless otherwise indicated.
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) 1, 15, 28, 27, 26, 24,
23, 21, 20, 18, 17, 16.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
LAY03
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:23 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-SSiTXGtyt_Y6_3qTov3Ok0Aa71pfH1oetg1FRvzwMec
Scale = 1:55.7
T1
T2
T3
W1
B1
ST1
ST2
ST3
ST4 ST5 ST5 ST5 ST5 ST5
ST6
B2
1
2
3
4
5 6 7 8 9 1011
12
13
24 23 22 21 20 19 18 17 16 15 14
25 26
3x4
3x4 5x6
5x6
21-8-9
21-8-9
7-11-13
7-11-13
18-5-11
10-5-14
21-8-9
3-2-14
0-
0
-
4
9-
2
-
1
5
5-
5
-
1
4
9-
2
-
1
5
13.89 12
Plate Offsets (X,Y)-- [5:0-1-9,Edge], [11:0-2-8,0-1-12], [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
0.24
0.06
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
14
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 170 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, and 2-0-0 oc purlins (6-0-0 max.): 5-11.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 20-21,19-20.
WEBS 1 Row at midpt 5-21, 6-20, 7-19, 8-18, 9-17, 10-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 21-8-9.
(lb) - Max Horz1=215(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 14, 24, 23, 22, 21, 20, 19, 18, 17, 16,
15 except 1=-129(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 1, 14, 24, 23, 22, 21, 20, 19, 18,
17, 16, 15
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) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 7-11-13, Exterior(2R) 7-11-13 to
12-0-0, Interior(1) 12-0-0 to 18-5-11, Exterior(2E) 18-5-11 to 21-6-13 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
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) 14, 24, 23, 22, 21, 20,
19, 18, 17, 16, 15 except (jt=lb) 1=129.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
B0034-21
Truss
LAY04
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:24 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-wfGrkcuaeIgzbDPfMdadGEjotR9N0WPo6KnozMzwMeb
Scale = 1:34.7
T1 T1
B1
ST1
ST2
ST3
ST4
1
2
3
4
5
6
7
11 10 9 8
3x4
10-5-13
10-5-13
5-2-15
5-2-15
10-5-13
5-2-15
0-
0
-
4
6-
0
-
1
3
0-
0
-
4
13.89 12
Plate Offsets (X,Y)-- [4:Edge,0-3-1]
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
0.05
0.03
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 52 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 10-5-13.
(lb) - Max Horz1=-109(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 10, 9, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9 except 8=259(LC 18)
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) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-2-15, Exterior(2R) 5-2-15 to 8-0-0,
Interior(1) 8-0-0 to 10-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 10, 9, 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.
LOAD CASE(S) Standard
Job
B0034-21
Truss
LAY06
Truss Type
GABLE
Qty
1
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:25 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-OrqDyyuCPboqDN_rvK5spRFzcrVclzfxL_WMWozwMea
Scale = 1:34.7
T1 T1
B1
ST1
ST2
ST3
ST4
1
2
3
4
5
6
7
11 10 9 8
3x4
10-5-13
10-5-13
5-2-15
5-2-15
10-5-13
5-2-15
0-
0
-
4
6-
0
-
1
3
0-
0
-
4
13.89 12
Plate Offsets (X,Y)-- [4:Edge,0-3-1]
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
0.05
0.03
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 52 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 10-5-13.
(lb) - Max Horz1=-109(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 10, 9, 8
Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9 except 8=259(LC 18)
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) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-2-15, Exterior(2R) 5-2-15 to 8-0-0,
Interior(1) 8-0-0 to 10-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 10, 9, 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.
LOAD CASE(S) Standard
Job
B0034-21
Truss
M1
Truss Type
Jack-Closed
Qty
4
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:26 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-t1Ob9IvqAvwhrXZ2T2c5Mfo1bFolUQj5ZeGv2EzwMeZ
Scale = 1:24.9
T1
W1
B1
1
2
3
4
5
2x4
2x4 2x4
6-0-0
6-0-0
-1-6-0
1-6-0
6-0-0
6-0-0
0-
4
-
5
3-
9
-
1
4
3-
6
-
4
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.48
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.10
0.00
0.00
(loc)
2-4
2-4
4
2
l/defl
>999
>683
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 24 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 4=269/Mechanical, 2=461/0-3-8 (min. 0-1-8)
Max Horz2=105(LC 9)
Max Uplift4=-24(LC 9), 2=-64(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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 5-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0034-21
Truss
M2
Truss Type
Jack-Closed Girder
Qty
1
Ply
2
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:27 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-LEyzMewSxD2YTh7E1l7KusLImf7wDnrEoI?SahzwMeY
Scale = 1:23.4
T1 W3
B1
W1 W2
1
2
3
5 4
6 7
3x4
2x4
4x4
3x4
3x6
3-1-1
3-1-1
6-0-0
2-10-15
3-1-1
3-1-1
6-0-0
2-10-15
0-
4
-
5
3-
9
-
1
4
3-
6
-
4
7.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-2-0], [5:0-3-12,0-1-8]
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-P
0.07
0.23
0.39
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
1-5
1-5
4
5
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 65 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 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) 1=1386/0-3-8 (min. 0-1-8), 4=1435/Mechanical
Max Horz1=92(LC 5)
Max Uplift1=-81(LC 8), 4=-97(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1986/119
BOT CHORD 1-6=-122/1667, 5-6=-122/1667, 5-7=-122/1667, 4-7=-122/1667
WEBS 2-5=-82/1777, 2-4=-1975/150
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) 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) 1, 4.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1119 lb down and 78 lb up at 2-0-12
, and 1119 lb down and 78 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 1-4=-16
Concentrated Loads (lb)
Vert: 6=-1119(B) 7=-1119(B)
Job
B0034-21
Truss
M3
Truss Type
Jack-Closed
Qty
25
Ply
1
Pine Brook D1 B4 L12
Job Reference (optional)
Run: 8.410 s Jul 8 2020 Print: 8.410 s Jul 8 2020 MiTek Industries, Inc. Mon Jan 11 16:12:28 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401
ID:oVXcbZFbBxxTnF46sF_?Ybzc2w8-pQVMa_x5iWBO4riQbTfZR4tQf2Q0yIBO1yl077zwMeX
Scale = 1:30.9
T1
W2
B1
W1
1
2
3
4
5
6
7
2x4
3x4 2x4
2x4
8-0-0
8-0-0
-1-6-0
1-6-0
4-1-1
4-1-1
8-0-0
3-10-15
0-
4
-
5
4-
1
1
-
1
4
4-
8
-
4
7.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.32
0.43
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.32
0.00
0.00
(loc)
2-5
2-5
5
2
l/defl
>516
>287
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 38 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 5=371/Mechanical, 2=562/0-5-8 (min. 0-1-8)
Max Horz2=137(LC 9)
Max Uplift5=-33(LC 9), 2=-69(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-427/69, 6-7=-273/83, 3-7=-256/84
BOT CHORD 2-5=-164/286
WEBS 3-5=-333/144
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) -1-6-14 to 1-5-2, Interior(1) 1-5-2 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) 5, 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