HomeMy WebLinkAboutTruss Drawings 05-05-2021Job
0421095
Truss
M4
Truss Type
Monopitch
Qty
8
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:54:21 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-i1DBI6bIC2rwnJs6cd6E0O54O5DtMuH_K2xYZpzOS00
Scale = 1:21.1
T1
W2
B1
W1
HW1
T2
747#/-47#
862#/-76#862#/-76#
1
2
3
4
5
6
4x4 5x6
4x4
5x6
1.5x4
9-10-0
9-10-0
-1-0-0
1-0-0
3-8-12
3-8-12
9-10-0
6-1-4
0-10-03-3-83.00 12
Plate Offsets (X,Y)-- [2:0-3-9,0-0-1], [4:0-2-0,0-1-12], [6:0-1-12,0-2-0]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.88
0.66
0.38
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.15
-0.30
0.02
(loc)6-9
6-9
6
l/defl>775
>388
n/a
L/d240
180
n/a
PLATESMT20
Weight: 47 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E *Except*
T2: 2x4 DF No.2
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3SLIDERLeft 2x4 DF Stud/No.3 -Ð 1-11-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing.
WEBS 1 Row at midpt 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=566/Mechanical, 2=681/0-3-8 (min. 0-1-8)Max Horz2=100(LC 13)Max Uplift6=-47(LC 10), 2=-76(LC 10)Max Grav6=747(LC 19), 2=862(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-679/0, 3-11=-1496/329, 4-11=-1441/335, 5-6=-326/116BOT CHORD 2-6=-411/1451WEBS4-6=-1494/392
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 9-8-4 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=1.602) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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 widewill fit between the bottom chord and any other members.7) All bearings are assumed to be SPF Stud .
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) 6.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for upliftonly and does not consider lateral forces.11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
M4A
Truss Type
Monopitch
Qty
6
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:41:32 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-j5FUv9HwIny117aJ2dpuMDkm_6tWh4moVv9M3uzOSC1
Scale = 1:14.9
T1
W1
B1
HW1
BL1
575#/-56#575#/-56#355#/-22#
1
2
3
4
6 5
7 12
6x6
3x4
3x6
4x4
3x4
5-5-8
5-5-8
-1-0-0
1-0-0
5-5-8
5-5-8
0-10-02-2-60-5-82-2-63.00 12
Plate Offsets (X,Y)-- [2:0-2-13,0-1-13], [4:0-3-8,0-3-0]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MR
0.40
0.18
0.39
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.01
-0.02
0.01
(loc)6-10
6-10
2
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 27 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
OTHERS 2x4 DF Stud/No.3SLIDERLeft 2x4 DF Stud/No.3 -Ð 1-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=431/0-5-8 (min. 0-1-8), 12=272/0-1-8 (min. 0-1-8)
Max Horz2=45(LC 10)Max Uplift2=-56(LC 10), 12=-22(LC 10)Max Grav2=575(LC 19), 12=355(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-270/32, 3-4=-301/46
BOT CHORD 2-6=-84/255
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 5-0-4 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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) All bearings are assumed to be SPF Stud . 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for
uplift only and does not consider lateral forces.11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
M4AG
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 15:01:58 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-qyKyDN7yaTQ46YIxt6pO2mWIsJKXxepFQe8D4qzORut
Scale = 1:13.2
T2
W1
B1
T1 ST11
2
3
4 5
7 6
3x6 3x4
1.5x4
1.5x4
3x4
1.5x4
1.5x4
5-5-8
5-5-8
-1-0-0
1-0-0
5-5-8
5-5-8
0-10-01-8-113.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-0-1]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.32
0.10
0.10
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in0.01
0.01
0.00
(loc)1
1
6
l/defln/r
n/r
n/a
L/d120
120
n/a
PLATESMT20
Weight: 23 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3OTHERS2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=315/5-5-8 (min. 0-1-8), 6=-40/5-5-8 (min. 0-1-8), 7=455/5-5-8 (min. 0-1-8)
Max Horz2=45(LC 11)Max Uplift2=-54(LC 10), 6=-51(LC 19), 7=-32(LC 10)Max Grav2=423(LC 19), 6=2(LC 10), 7=597(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-7=-513/325
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 1-11-5, Exterior(2N) 1-11-5 to 5-3-12 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 1-4-0 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 widewill fit between the bottom chord and any other members.
10) All bearings are assumed to be SPF Stud .
11) Solid blocking is required on both sides of the truss at joint(s), 2.
12) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 6, and 7. This connection isfor uplift only and does not consider lateral forces.13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
M4G
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 15:02:21 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-fNDf2EPN9XJpN4YMjRjoTczEqbAuq1ReijDxO?zORuW
Scale = 1:20.0
T2 W1
B1
T1 ST1 ST2 ST3 ST4 ST5
1
2
3
4
5
6
7 8 9
14 13 12 11 103x6 3x4 3x6
3x4
9-10-0
9-10-0
-1-0-0
1-0-0
9-10-0
9-10-0
0-10-02-9-133.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-0-13]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.33
0.10
0.10
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in0.01
0.01
-0.00
(loc)1
1
10
l/defln/r
n/r
n/a
L/d120
120
n/a
PLATESMT20
Weight: 45 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3OTHERS2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-10-0.
(lb) - Max Horz2=82(LC 11)Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 14, 13, 12, 11Max Grav All reactions 250 lb or less at joint(s) 10, 13, 12, 11 except 2=378(LC 19), 14=624(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-14=-535/257
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 1-11-5, Exterior(2N) 1-11-5 to 9-8-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * 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.
11) All bearings are assumed to be SPF Stud .
12) Solid blocking is required on both sides of the truss at joint(s), 2.13) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 14, 13, 12, and 11. Thisconnection is for uplift only and does not consider lateral forces.14) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift
only and does not consider lateral forces.
15) 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
0421095
Truss
M5
Truss Type
Monopitch
Qty
3
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:42:27 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-cg4HSzyQLguE7aHungIo4qWFsHgd31mu8z_mVCzOSBA
Scale = 1:22.9
T1
W3
B1
W1 W2
BL1
551#/-13#230#/-44#
1
2
3
6
5 4
7 8
5x6
1.5x4
3x4
4x4
3x4
3-10-4
3-10-4
-1-0-0
1-0-0
3-10-4
3-10-4
1-4-143-11-110-5-83-11-118.00 12
Plate Offsets (X,Y)-- [2:0-1-12,0-2-0], [3:0-2-12,0-2-12]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.10
0.10
0.11
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.01
-0.01
0.00
(loc)5-6
5-6
8
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 31 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
OTHERS 2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)6=360/0-5-8 (min. 0-1-8), 8=157/0-1-8 (min. 0-1-8)
Max Horz6=113(LC 14)Max Uplift6=-13(LC 14), 8=-44(LC 14)Max Grav6=551(LC 19), 8=230(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-519/97
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 3-5-0 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangsnon-concurrent with other live loads.
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) All bearings are assumed to be SPF Stud . 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 8. This connection is for
uplift only and does not consider lateral forces.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T1
Truss Type
Common
Qty
5
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:45:25 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-PwqZoq64RMJzUxt5C3VXIMue?1J5mTh54f6BkuzOS8O
Scale = 1:45.8
T1 T1
B1
W2
W1W1
HW1 HW1
1331#/-95#1331#/-95#1331#/-95#1331#/-95#
1
2
3
4
5
6
7
8
3x10 3x10 3x8
5x6
3x4 3x4
9-6-0
9-6-0
19-0-0
9-6-0
-1-0-0
1-0-0
4-10-12
4-10-12
9-6-0
4-7-4
14-1-4
4-7-4
19-0-0
4-10-12
20-0-0
1-0-0
0-10-07-2-00-10-08.00 12
Plate Offsets (X,Y)-- [2:0-0-1,0-0-1], [2:0-0-2,0-3-11], [2:0-3-8,Edge], [6:0-0-1,0-0-1], [6:0-0-2,0-3-11], [6:0-3-8,Edge]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.22
0.56
0.37
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.08
-0.17
0.03
(loc)8-14
8-14
6
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 106 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
WEDGELeft: 2x4 DF Stud/No.3 , Right: 2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1231/0-5-8 (min. 0-2-1), 6=1231/0-5-8 (min. 0-2-1)
Max Horz2=-136(LC 12)
Max Uplift2=-95(LC 14), 6=-95(LC 14)
Max Grav2=1331(LC 19), 6=1331(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-15=-1651/119, 3-15=-1422/140, 3-16=-1179/109, 4-16=-959/122, 4-17=-959/122,
5-17=-1179/109, 5-18=-1422/140, 6-18=-1651/119
BOT CHORD 2-8=-30/1269, 6-8=-36/1269
WEBS 4-8=-36/654, 5-8=-604/132, 3-8=-604/132
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 9-6-0,
Exterior(2R) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-1-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangsnon-concurrent with other live loads.
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) All bearings are assumed to be SPF Stud . 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is foruplift only and does not consider lateral forces.
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
0421095
Truss
T1A
Truss Type
Roof Special
Qty
3
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:45:35 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-6rRLvFEM4RaZhTe0o9gtiTIJ73hW6zjZNDXj5IzOS8E
Scale = 1:46.5
T1 T1
B1 B2
B3
W1
W2
W3
W4HW1
HW2
1331#/-95#1331#/-95#1331#/-95#1331#/-95#
1
2
3
4
5
6
7
8
10
9
5x6
5x8
4x4
5x8
5x6 3x8
3x4
3x4
7-6-10
7-6-10
14-7-12
7-1-2
19-0-0
4-4-4
-1-0-0
1-0-0
4-10-12
4-10-12
9-6-0
4-7-4
14-7-12
5-1-12
19-0-0
4-4-4
20-0-0
1-0-0
0-10-07-2-00-10-02-4-68.00 12
4.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:0-1-12,0-1-8], [7:0-0-2,0-3-11], [7:Edge,0-0-3], [7:0-0-1,0-0-1]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.37
0.68
0.46
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.15
-0.32
0.11
(loc)9-10
9-10
7
l/defl>999
>708
n/a
L/d240
180
n/a
PLATESMT20
Weight: 108 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
WEDGERight: 2x4 DF Stud/No.3 SLIDER Left 2x4 DF Stud/No.3 -Ð 1-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1231/0-5-8 (min. 0-2-1), 7=1231/0-5-8 (min. 0-2-1)
Max Horz2=-136(LC 12)
Max Uplift2=-95(LC 14), 7=-95(LC 14)
Max Grav2=1331(LC 19), 7=1331(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1136/0, 3-18=-2624/141, 4-18=-2428/160, 4-19=-2074/95, 5-19=-1903/108,
5-20=-1236/101, 6-20=-1393/88, 6-21=-1518/124, 7-21=-1708/121
BOT CHORD 2-10=-67/2139, 9-10=-48/1396, 7-9=-38/1323
WEBS 4-10=-468/145, 5-10=-13/1364, 6-10=-365/122, 6-9=-360/74
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 9-6-0,
Exterior(2R) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-1-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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 widewill fit between the bottom chord and any other members.7) All bearings are assumed to be SPF Stud . 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for
uplift only and does not consider lateral forces.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T1AG
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Apr 22 09:52:44 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-KPsYbHCNl9IXf0zPN_0Xo6UbASyBMB_ba81LMNzOBKn
Scale = 1:46.3
T2 T3
B1 B2
B3
W1
W2
W3
W4
T1
T4
ST1
ST2 ST3 ST4 ST5
ST6
ST7
ST8
1022#/-75#186#/-173#1483#/-84#1022#/-75#186#/-173#
1
2
3
4
5
6
7 8
9
11
10
5x6
4x4
3x10
5x8
5x8
3x8
4x6
4x6
3x4
4x6
7x6
3x4
5x6
7-6-10
7-6-10
14-7-12
7-1-2
19-0-0
4-4-4
-1-0-0
1-0-0
4-10-12
4-10-12
9-6-0
4-7-4
14-7-12
5-1-12
19-0-0
4-4-4
20-0-0
1-0-0
0-10-06-7-60-10-02-4-68.00 12
4.00 12
Plate Offsets (X,Y)-- [2:Edge,0-0-0], [3:0-2-10,0-1-12], [4:0-3-0,0-5-4], [5:0-5-0,0-1-0], [6:0-1-12,0-1-8], [7:0-7-10,0-5-1], [8:Edge,0-2-0], [20:0-1-8,0-0-12]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.82
0.56
0.40
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.14
-0.29
0.07
(loc)10-11
10-11
10
l/defl>999
>600
n/a
L/d240
180
n/a
PLATESMT20
Weight: 129 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E *Except*
T2: 2x4 DF 2400F 2.0E or 2x4 DF-N 2400F 2.0E, T3: 2x4 DF No.2
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3OTHERS2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=898/0-5-8 (min. 0-1-10), 8=110/0-5-8 (min. 0-1-8), 10=1451/0-3-8 (min. 0-2-5)
Max Horz2=-128(LC 12)
Max Uplift2=-75(LC 14), 8=-173(LC 19), 10=-84(LC 14)
Max Grav2=1022(LC 19), 8=186(LC 20), 10=1483(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-31=-1945/90, 3-31=-1737/108, 3-32=-1316/20, 4-32=-1098/25, 4-5=-1054/32,
5-33=-796/57, 6-33=-900/44, 6-34=-24/631, 7-34=-25/619, 7-8=-41/552
BOT CHORD 2-11=-26/1607, 10-11=-573/103, 8-10=-469/81
WEBS 3-11=-597/161, 5-11=0/646, 6-11=0/1190, 6-10=-1316/148
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 9-6-0,
Exterior(2R) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-1-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable studs spaced at 1-4-0 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) All bearings are assumed to be SPF Stud .
11) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except(jt=lb) 8=173.
13) 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
0421095
Truss
T1B
Truss Type
Common
Qty
6
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:46:08 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-eBxqqXd2Jakt8YgMDbmdYQAtSN3mLufQzr0zluzOS7j
Scale = 1:44.9
T1
B1
W1 W2
HW1
W3
798#/-54#
817#/-71#
798#/-54#
1
2
3
4
6 5
3x6
3x4
1.5x4 3x4
3x4
4-10-12
4-10-12
9-10-4
4-11-8
-1-0-0
1-0-0
4-10-12
4-10-12
9-6-0
4-7-4
9-10-4
0-4-4
0-10-07-2-06-11-38.00 12
Plate Offsets (X,Y)-- [2:0-0-1,0-0-1], [2:0-0-2,0-3-11], [2:Edge,0-0-3], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.65
0.20
0.48
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.02
-0.03
0.01
(loc)5-6
5-6
5
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 63 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
WEDGELeft: 2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=690/0-5-8 (min. 0-1-8), 5=566/Mechanical
Max Horz2=238(LC 13)Max Uplift2=-54(LC 14), 5=-71(LC 11)Max Grav2=798(LC 19), 5=817(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-820/76, 3-10=-583/90, 4-5=-320/138
BOT CHORD 2-6=-244/596, 5-6=-244/596WEBS3-5=-750/218
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 9-8-8 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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 widewill fit between the bottom chord and any other members.7) All bearings are assumed to be SPF Stud . 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) 5.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift
only and does not consider lateral forces.11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T1G
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 15:02:37 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-BSBiOibQOSKYIXnRfo0Y7_d2M2f?aH3_OD5nz3zORuG
Scale = 1:41.7
T2 T2
B1
T1
ST7ST6
ST5
ST4
ST3
ST2ST1
ST6
ST5
ST4
ST3
ST2 ST1
1
2
3 4
5
6
7
8
9
10
11
12
13
14
15
16
17
30 29 28 27 26 25 24 23 22 21 20 19 185x6
4x4
3x4
3x4
9-6-0
9-6-0
19-0-0
9-6-0
-1-0-0
1-0-0
9-6-0
9-6-0
19-0-0
9-6-0
20-0-0
1-0-0
0-10-06-7-60-3-68.00 12
LOADING (psf)TCLL(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2018/TPI2014
CSI.TCBC
WB
Matrix-P
0.040.02
0.12
DEFL.Vert(LL)Vert(CT)
Horz(CT)
in0.00-0.00
0.00
(loc)11
17
l/defln/rn/r
n/a
L/d120120
n/a
PLATESMT20
Weight: 118 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except* T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 19-0-0.
(lb) - Max Horz2=126(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18
Max Grav All reactions 250 lb or less at joint(s) 2, 17, 24, 26, 27, 28, 29, 30, 22, 21, 20, 19, 18 except 25=257(LC 19), 23=257(LC 20)
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=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-8 to 1-10-8, Exterior(2N) 1-10-8 to 9-6-0,Corner(3R) 9-6-0 to 12-6-0, Exterior(2N) 12-6-0 to 18-10-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangsnon-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * 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 widewill fit between the bottom chord and any other members.11) All bearings are assumed to be SPF Stud .
12) Solid blocking is required on both sides of the truss at joint(s), 2.
13) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 17, 24, 25, 26, 27, 28, 29, 30,
23, 22, 21, 20, 19, and 18. This connection is for uplift only and does not consider lateral forces.14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T1GR
Truss Type
COMMON GIRDER
Qty
1
Ply
2
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:58:01 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-GMWMTKFIOeZiA7gOUq3pxnCrAnOhvFOMwHEBG3zORya
Scale = 1:45.0
T1 T1
B1
W3
W2 W1W2W1
B1
3607#/-304#5738#/-436#
1
2
3
4
5
8 7 65x8
5x6
5x8 10x10
3x4
3x8
3x4
3x8
HUS28
JUS28 JUS28 JUS28 JUS28
4-10-1
4-10-1
9-6-0
4-7-15
14-1-15
4-7-15
19-0-0
4-10-1
4-10-1
4-10-1
9-6-0
4-7-15
14-1-15
4-7-15
19-0-0
4-10-1
0-10-07-2-00-10-08.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [3:0-3-0,0-2-4], [4:0-1-0,0-1-8], [6:0-5-12,0-1-8], [7:0-5-0,0-7-8], [8:0-5-12,0-1-8]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.16
0.26
0.91
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.08
-0.11
0.02
(loc)6-7
6-7
5
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 295 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x10 DF 2250F 1.9E
WEBS 2x4 DF Stud/No.3
SLIDER Left 2x4 DF Stud/No.3 -Ð 2-2-14, Right 2x4 DF Stud/No.3 -Ð 2-2-14
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)1=3505/0-5-8 (min. 0-2-13), 5=5636/0-5-8 (min. 0-4-8)Max Horz1=-125(LC 25)
Max Uplift1=-304(LC 10), 5=-436(LC 10)
Max Grav1=3607(LC 14), 5=5738(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-9=-5523/472, 2-9=-5282/488, 2-3=-5426/555, 3-4=-5418/555, 4-10=-7697/645, 5-10=-7869/630
BOT CHORD 1-8=-342/4377, 7-8=-342/4377, 7-11=-469/6259, 11-12=-469/6259, 12-13=-469/6259,
6-13=-469/6259, 6-14=-469/6259, 14-15=-469/6259, 5-15=-469/6259
WEBS 3-7=-541/5366, 4-7=-2398/198, 4-6=-104/2461, 2-7=-426/382, 2-8=-369/114
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 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 toply 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=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5) Unbalanced snow loads have been considered for this design. 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 widewill fit between the bottom chord and any other members.
8) All bearings are assumed to be SPF Stud .
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 5. This connection is for
uplift only and does not consider lateral forces.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.11) Use USP HUS28 (With 22-16d nails into Girder & 8-16d nails into Truss) or equivalent at 9-11-2 from the left end to connect
truss(es) T3GR (1 ply 1 1/2 x 7 1/4 BC LVL-DF) to back face of bottom chord.
12) Use USP JUS28 (With 6-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-5-4
from the left end to 17-5-4 to connect truss(es) T3A (1 ply 2x4 DF) to back face of bottom chord. Continued on page 2
Job
0421095
Truss
T1GR
Truss Type
COMMON GIRDER
Qty
1
Ply
2
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:58:01 2021 Page 2 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-GMWMTKFIOeZiA7gOUq3pxnCrAnOhvFOMwHEBG3zORyaNOTES-13) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-3=-98, 3-5=-98, 1-5=-20Concentrated Loads (lb)
Vert: 11=-3231(B) 12=-930(B) 13=-930(B) 14=-930(B) 15=-930(B)
Job
0421095
Truss
T2
Truss Type
Scissor
Qty
2
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:46:18 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-M6XbwylKyf_SL4RHphyzxXackOOohS5uGPRV5JzOS7Z
Scale = 1:38.1
T1 T1
B1 B1
W1
HW1
HW1
1144#/-83#1144#/-83#1144#/-83#1144#/-83#
1
2
3
4
5
6
7
8
3x10
4x4
5x6
5x6
3x10
4x4
7-6-10
7-6-10
15-1-4
7-6-10
-1-0-0
1-0-0
7-6-10
7-6-10
15-1-4
7-6-10
16-1-4
1-0-0
0-10-05-10-70-10-02-4-68.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-14,Edge], [6:0-3-6,Edge]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.53
0.54
0.29
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.13
-0.20
0.05
(loc)8-11
8-11
6
l/defl>999
>919
n/a
L/d240
180
n/a
PLATESMT20
Weight: 74 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
SLIDER Left 2x4 DF Stud/No.3 -Ð 1-6-0, Right 2x4 DF Stud/No.3 -Ð 1-6-0
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=1002/0-5-8 (min. 0-1-13), 6=1002/0-5-8 (min. 0-1-13)
Max Horz2=111(LC 13)
Max Uplift2=-83(LC 14), 6=-83(LC 14)Max Grav2=1144(LC 19), 6=1144(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-794/0, 3-17=-1586/35, 17-18=-1380/49, 4-18=-1302/63, 4-19=-1302/55,
19-20=-1380/41, 5-20=-1586/27, 5-6=-794/0
BOT CHORD 2-8=0/1162, 6-8=0/1162WEBS4-8=0/847
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 7-6-10,
Exterior(2R) 7-6-10 to 10-6-10, Interior(1) 10-6-10 to 16-2-12 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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 widewill fit between the bottom chord and any other members.7) All bearings are assumed to be SPF Stud . 8) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for
uplift only and does not consider lateral forces.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T2G
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 15:02:53 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-jX9llAoSdMLHC??Wb9IImMIkSU5kKWZL3izeX8zORu0
Scale = 1:33.1
T2 T2
B1 B1
ST4
ST3
ST2
ST1
T1 T1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
10
11
12
1320
19
18
17
16
15
14
3x6
4x4
3x6
5x6
3x4 3x4
7-6-10
7-6-10
15-1-4
7-6-10
-1-0-0
1-0-0
7-6-10
7-6-10
15-1-4
7-6-10
16-1-4
1-0-0
0-10-05-3-130-10-02-4-68.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-14,Edge], [12:Edge,0-0-0]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.23
0.08
0.09
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in0.00
0.00
0.00
(loc)12
13
12
l/defln/r
n/r
n/a
L/d120
120
n/a
PLATESMT20
Weight: 73 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.All bearings 15-1-4.
(lb) - Max Horz2=102(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14Max Grav All reactions 250 lb or less at joint(s) 17, 19, 15 except 2=350(LC 19), 12=350(LC 20), 18=292(LC 19),20=535(LC 19), 16=292(LC 20), 14=535(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 6-18=-256/80, 4-20=-461/171, 8-16=-256/81, 10-14=-461/172
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-8 to 1-10-8, Exterior(2N) 1-10-8 to 7-6-10,
Corner(3R) 7-6-10 to 10-6-10, Exterior(2N) 10-6-10 to 16-2-12 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * 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.
11) All bearings are assumed to be SPF Stud .
12) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is foruplift only and does not consider lateral forces.13) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17, 18, 19, 20, 16, 15, and 14.This connection is for uplift only and does not consider lateral forces.
14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 17, 18, 19, 20, 16, 15, 14.
15) 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
0421095
Truss
T3
Truss Type
Scissor
Qty
2
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:46:26 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-7f0dchrL36?KIJ2pHN5rGDv0gd9EZ5d36eNwNrzOS7R
Scale = 1:34.7
T1 T1
B1 B1
W1
HW1
HW1
1071#/-78#1071#/-78#1071#/-78#1071#/-78#
1
2
3
4
5
6
7
8
3x8
4x4
5x6
3x8
4x4
5x6
6-9-0
6-9-0
13-6-0
6-9-0
-1-0-0
1-0-0
6-9-0
6-9-0
13-6-0
6-9-0
14-6-0
1-0-0
0-10-05-4-00-10-02-1-38.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-14,Edge], [6:0-3-6,Edge]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.41
0.44
0.25
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.09
-0.13
0.04
(loc)8-15
8-15
6
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 68 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
SLIDER Left 2x4 DF Stud/No.3 -Ð 1-6-0, Right 2x4 DF Stud/No.3 -Ð 1-6-0
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=907/0-5-8 (min. 0-1-11), 6=907/0-5-8 (min. 0-1-11)
Max Horz2=101(LC 13)
Max Uplift2=-78(LC 14), 6=-78(LC 14)Max Grav2=1071(LC 19), 6=1071(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-745/0, 3-17=-1418/60, 4-17=-1146/73, 4-18=-1146/66, 5-18=-1418/53, 5-6=-745/0
BOT CHORD 2-8=0/1022, 6-8=0/1022
WEBS 4-8=0/745
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 6-9-0,
Exterior(2R) 6-9-0 to 9-9-0, Interior(1) 9-9-0 to 14-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
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) All bearings are assumed to be SPF Stud . 8) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for
uplift only and does not consider lateral forces.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T3A
Truss Type
Scissor
Qty
4
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:47:11 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-IJEe24OZTxgxCE_TPKPObjHdumSBcRphS8noSkzOS6k
Scale = 1:34.3
T1 T2
B1 B2
W1
HW1
HW2
944#/-41#
950#/-41#
944#/-41#
950#/-41#
1
2
3
4
5
6
4x10
4x4
4x10
4x4
5x6
4x4
6-7-6
6-7-6
13-4-6
6-9-0
6-7-6
6-7-6
13-4-6
6-9-0
0-11-15-4-00-10-02-1-38.00 12
4.00 12
Plate Offsets (X,Y)-- [1:0-1-15,0-0-3], [5:0-5-13,Edge]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.76
0.67
0.25
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.17
-0.22
0.07
(loc)6-13
6-13
1
l/defl>950
>736
n/a
L/d240
180
n/a
PLATESMT20
Weight: 51 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF 2400F 2.0E or 2x4 DF-N 2400F 2.0E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
SLIDER Left 2x6 DF 1800F 1.6E -Ð 1-6-0, Right 2x6 DF 1800F 1.6E -Ð 1-6-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)1=789/0-3-14 (min. 0-1-8), 5=789/Mechanical
Max Horz1=86(LC 13)
Max Uplift1=-41(LC 14), 5=-41(LC 14)Max Grav1=944(LC 18), 5=950(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-319/246, 2-15=-1378/91, 3-15=-1107/104, 3-16=-1107/108, 4-16=-1392/96,
4-5=-383/73
BOT CHORD 1-6=-8/985, 5-6=-8/997WEBS3-6=0/738
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-7-6, Exterior(2R)
6-7-6 to 9-7-6, Interior(1) 9-7-6 to 13-4-6 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=1.602) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) All bearings are assumed to be SPF Stud . 7) Refer to girder(s) for truss to truss connections.8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.
10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift
only and does not consider lateral forces.11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T3G
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:48:14 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-yRYSGd95dIc?FvIac21Ae?OYx96et_KzxSYeAbzOS5l
Scale: 3/8"=1'
T2 T2
B1 B1
ST4
ST3
ST2ST1
T1 T1
ST3
ST2 ST1
1
2
3
4
5
6
7
8
9
10
11
12
1320
19
18
17
16
15
14
3x6
4x4
3x6
5x6
3x4 3x4
6-9-0
6-9-0
13-6-0
6-9-0
-1-0-0
1-0-0
6-9-0
6-9-0
13-6-0
6-9-0
14-6-0
1-0-0
0-10-04-9-60-10-02-1-38.00 12
4.00 12
Plate Offsets (X,Y)-- [2:0-1-14,Edge], [12:Edge,0-0-0]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.12
0.05
0.06
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in0.00
0.00
0.00
(loc)12
12
12
l/defln/r
n/r
n/a
L/d120
120
n/a
PLATESMT20
Weight: 67 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.All bearings 13-6-0.
(lb) - Max Horz2=92(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14Max Grav All reactions 250 lb or less at joint(s) 17, 19, 15 except 2=323(LC 19), 12=323(LC 20), 18=277(LC 19),20=394(LC 19), 16=277(LC 20), 14=394(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-20=-339/127, 10-14=-339/127
NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-8 to 1-10-8, Exterior(2N) 1-10-8 to 6-9-0,
Corner(3R) 6-9-0 to 9-9-0, Exterior(2N) 9-9-0 to 14-7-8 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * 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.
11) All bearings are assumed to be SPF Stud .
12) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is foruplift only and does not consider lateral forces.13) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17, 18, 19, 20, 16, 15, and 14.This connection is for uplift only and does not consider lateral forces.
14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 17, 18, 19, 20, 16, 15, 14.
15) 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
0421095
Truss
T3GR
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:53:09 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-pBtzBUj79wm88FMGOVqL6C6sP4ekUGpOnrVk1_zOS18
Scale = 1:41.4
W1
T1
W1
B2
W2 W1 W3
ST1 ST2
B1
3072#/-384#
3251#/-403#
1 2 3
7 6 5 4
3x4
5x6
3x4 10x10
3x4
5x6
3x6
1.5x4
3x6
1.5x4
JUS28
JUS28
JUS28
JUS28
JUS28 JUS28
6-7-6
6-7-6
13-4-6
6-9-0
6-7-6
6-7-6
13-4-6
6-9-0
6-10-0Plate Offsets (X,Y)-- [1:0-2-0,0-2-8], [3:0-2-4,0-2-8], [4:0-2-4,0-1-8], [5:0-5-0,0-6-4], [7:0-2-4,0-1-8]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
NO
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-P
0.57
0.68
0.61
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.11
-0.14
-0.00
(loc)4-5
4-5
4
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 120 lb FT = 20%
GRIP137/130
LUMBER-TOP CHORD 2x6 DF 1800F 1.6E
BOT CHORD 1-1/2" x 7-1/4" VERSA-LAM® 2.0 2800 DF
WEBS 2x4 DF Stud/No.3 *Except*
W2,W3: 2x4 DF No.2OTHERS2x4 DF Stud/No.3
BRACING-TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing.
WEBS 1 Row at midpt 1-7, 3-4
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)7=3072/(0-3-14 + bearing block) (req. 0-4-13), 4=3251/Mechanical
Max Horz7=-197(LC 6)Max Uplift7=-384(LC 6), 4=-403(LC 7)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-2312/338, 1-12=-2114/264, 2-12=-2114/264, 2-13=-2114/264, 3-13=-2114/264,
3-4=-2277/335
WEBS 1-5=-389/2952, 2-5=-769/223, 3-5=-387/2923
NOTES-1) 1-1/2" x 7-1/4" VERSA-LAM® 2.0 2800 DF bearing block 12" long at jt. 7 attached to front face with 4 rows of 10d (0.131"x3") nails
spaced 3" o.c. 16 Total fasteners. Bearing is assumed to be SPF Stud.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;
Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
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 widewill fit between the bottom chord and any other members, with BCDL = 10.0psf.
10) All bearings are assumed to be SPF Stud .
11) Refer to girder(s) for truss to truss connections.
12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)4=403.13) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for upliftonly and does not consider lateral forces.
14) 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.
15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.16) Use USP JUS28 (With 6-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-2from the left end to 11-11-2 to connect truss(es) T1B (1 ply 2x4 DF) to front face of bottom chord. Continued on page 2
Job
0421095
Truss
T3GR
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:53:09 2021 Page 2 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-pBtzBUj79wm88FMGOVqL6C6sP4ekUGpOnrVk1_zOS18NOTES-17) Fill all nail holes where hanger is in contact with lumber.
18) 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)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-3=-98, 4-7=-20
Concentrated Loads (lb)
Vert: 14=-797(F) 16=-797(F) 17=-797(F) 18=-797(F) 19=-797(F) 21=-797(F)
Job
0421095
Truss
T5
Truss Type
Common
Qty
2
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:42:36 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-sP7gK234ER0yizTco3zvyjOnHvkIg6uDDsglJBzOSB1
Scale = 1:22.3
T1 T1
B1
W1
813#/-68#813#/-68#813#/-68#813#/-68#
1
2
3
4
5
6
3x4 3x4 1.5x4
4x4
3-10-8
3-10-8
7-9-0
3-10-8
-1-3-0
1-3-0
3-10-8
3-10-8
7-9-0
3-10-8
9-0-0
1-3-0
0-6-143-1-140-6-148.00 12
LOADING (psf)TCLL(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2018/TPI2014
CSI.TCBC
WB
Matrix-MP
0.120.13
0.05
DEFL.Vert(LL)Vert(CT)
Horz(CT)
in-0.01-0.01
0.00
(loc)6-96-9
4
l/defl>999>999
n/a
L/d240180
n/a
PLATESMT20
Weight: 41 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6EBOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=592/0-3-8 (min. 0-1-8), 4=592/0-3-8 (min. 0-1-8)
Max Horz2=-67(LC 12)
Max Uplift2=-68(LC 14), 4=-68(LC 14)
Max Grav2=813(LC 19), 4=813(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-535/87, 3-4=-535/87
BOT CHORD 2-6=0/307, 4-6=0/307
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 3-10-8, Exterior(2R)3-10-8 to 6-10-8, Interior(1) 6-10-8 to 9-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangsnon-concurrent with other live loads.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) All bearings are assumed to be SPF Stud .
8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is foruplift only and does not consider lateral forces.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T5G
Truss Type
GABLE
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:44:58 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-hjiM8bn8o3vpkoJv7uWCigG0W98FyLu6ty3GHyzOS8p
Scale = 1:21.5
T2 T2
B1T1 T1
W1
ST1 ST1
775#/-66#775#/-66#775#/-66#775#/-66#
1
2
3
4
5
6
7
8
4x6
4x6
3x4 3x4
1.5x4
4x4
1.5x4
1.5x4
1.5x4
1.5x4
3-10-8
3-10-8
7-9-0
3-10-8
-1-0-0
1-0-0
3-10-8
3-10-8
7-9-0
3-10-8
8-9-0
1-0-0
0-6-142-7-40-6-148.00 12
Plate Offsets (X,Y)-- [2:0-1-8,0-1-12], [6:0-1-8,0-1-12]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.30
0.34
0.06
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.02
-0.03
0.01
(loc)8-15
8-15
2
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 39 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3OTHERS2x4 DF Stud/No.3
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 bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=563/0-5-8 (min. 0-1-8), 6=563/0-5-8 (min. 0-1-8)
Max Horz2=-55(LC 12)
Max Uplift2=-66(LC 14), 6=-66(LC 14)
Max Grav2=775(LC 19), 6=775(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-450/58, 3-4=-408/95, 4-5=-408/96, 5-6=-450/58
BOT CHORD 2-8=0/340, 6-8=0/340
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 3-10-8,Exterior(2R) 3-10-8 to 6-9-13, Interior(1) 6-9-13 to 8-10-8 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangsnon-concurrent with other live loads.
6) Gable studs spaced at 1-4-0 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 widewill fit between the bottom chord and any other members.9) All bearings are assumed to be SPF Stud . 10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for
uplift only and does not consider lateral forces.
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
0421095
Truss
T6
Truss Type
Common
Qty
2
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:42:43 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-8l2KoR8Tabvz22Vyj1bYkCA?Sk8BpHxFqSsd2HzOSAw
Scale = 1:16.7
T1 T1
B1
W1
539#/-52#539#/-52#539#/-52#539#/-52#
1
2
3
4
5
6
3x4 3x4
1.5x4
4x4
2-6-0
2-6-0
5-0-0
2-6-0
-1-0-0
1-0-0
2-6-0
2-6-0
5-0-0
2-6-0
6-0-0
1-0-0
0-6-142-2-140-6-148.00 12
LOADING (psf)TCLL(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOLLumber DOL
Rep Stress Incr
Code
2-0-01.151.15
YES
IRC2018/TPI2014
CSI.TCBC
WB
Matrix-MP
0.060.05
0.03
DEFL.Vert(LL)Vert(CT)
Horz(CT)
in-0.00-0.00
0.00
(loc)96
4
l/defl>999>999
n/a
L/d240180
n/a
PLATESMT20
Weight: 28 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x6 DF 1800F 1.6EBOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=405/0-3-8 (min. 0-1-8), 4=405/0-3-8 (min. 0-1-8)
Max Horz2=-46(LC 12)
Max Uplift2=-52(LC 14), 4=-52(LC 14)
Max Grav2=539(LC 19), 4=539(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-298/66, 3-4=-298/66
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 2-6-0,Exterior(2R) 2-6-0 to 5-6-0, Interior(1) 5-6-0 to 6-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.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) All bearings are assumed to be SPF Stud .
8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for
uplift only and does not consider lateral forces.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job
0421095
Truss
T6G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Norton Ranch Homes
Job Reference (optional)8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Apr 21 14:43:31 2021 Page 1 Kenyon Noble Lumber Co., Bozeman, Mt. 59718 ID:HXQa8lyuxYsR7z8nLxAS6EyANPx-k_xTtrkaHLy9oQABX6SogJAB_4X93_rJswU9kUzOSAA
Scale = 1:15.4
T2 T2
B1
T1 T1
W1
549#/-58#549#/-58#549#/-58#549#/-58#
1
2
3
4
5
6
7
8
4x4 4x4
3x4 3x4
1.5x4
4x4
2-6-0
2-6-0
5-0-0
2-6-0
-1-0-0
1-0-0
2-6-0
2-6-0
5-0-0
2-6-0
6-0-0
1-0-0
0-6-141-8-40-6-148.00 12
Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [6:0-1-0,0-1-8]
LOADING (psf)TCLL
(Roof Snow=41.0)
TCDL
BCLL
BCDL
41.0
8.0
0.0 *
10.0
SPACING-Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-01.15
1.15
YES
IRC2018/TPI2014
CSI.TC
BC
WB
Matrix-MP
0.08
0.06
0.03
DEFL.Vert(LL)
Vert(CT)
Horz(CT)
in-0.00
-0.00
0.00
(loc)11
11
2
l/defl>999
>999
n/a
L/d240
180
n/a
PLATESMT20
Weight: 27 lb FT = 20%
GRIP220/195
LUMBER-TOP CHORD 2x4 DF No.2 *Except*
T1: 2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud/No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS.(lb/size)2=401/0-5-8 (min. 0-1-8), 6=401/0-5-8 (min. 0-1-8)
Max Horz2=-38(LC 12)
Max Uplift2=-58(LC 14), 6=-58(LC 14)Max Grav2=549(LC 19), 6=549(LC 20)
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=4.8psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft;Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 2-6-0,Exterior(2R) 2-6-0 to 5-6-0, Interior(1) 5-6-0 to 6-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 41.0 psf on overhangs
non-concurrent with other live loads.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) All bearings are assumed to be SPF Stud .
8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for
uplift only and does not consider lateral forces.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1.
LOAD CASE(S)Standard