6. Floor Truss Drawings 12-7-16Job
16053203B OPTION
Truss
F01
Truss Type
Floor
Qty
8
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:30 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-yGBT97oqH9qocn1HX91TaXinVs1g_6hSZ0Uw66yBK07
Scale: 3/8"=1'
B1
W1 W1
T1
W2 W2 W2 W2 W2 W2 W3
B2
W4
T2
W4
1 2 3 4 5 6 7 8 9 10 11 12 13
23 22 21 20 19 18 17 16 15 14
3x6 FP
3x4 3x4 3x6 FP
1.5x3
3x4 1.5x3
1.5x3 1.5x3
4x4 3x8
3x8
1.5x3 3x4 1.5x3 3x4
1.5x3
10-2-4
10-2-4
11-6-8
1-4-4
12-2-0
0-7-8
12-9-8
0-7-8
15-6-8
2-9-0
16-2-0
0-7-8
16-9-8
0-7-8
19-8-0
2-10-8
1-7-6 1-1-4 1-3-0 2-6-0 1-3-0 2-6-0
1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [18:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.57
0.79
0.40
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.28
-0.49
0.06
(loc)
19-20
19-20
14
l/defl
>823
>472
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 82 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
T2: 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2(flat)
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) 23=777/Mechanical, 14=777/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1826/0, 3-4=-1826/0, 4-5=-2843/0, 5-6=-2843/0, 6-7=-3131/0, 7-8=-3131/0, 8-9=-3131/0, 9-10=-2962/0,
10-11=-2962/0, 11-12=-1782/0
BOT CHORD 22-23=0/1022, 21-22=0/2416, 20-21=0/3065, 19-20=0/2968, 18-19=0/2962, 17-18=0/1782, 16-17=0/1782, 15-16=0/1782,
14-15=0/1782
WEBS 10-18=-363/0, 11-16=-300/0, 12-15=0/319, 2-23=-1245/0, 2-22=0/991, 4-22=-727/0, 4-21=0/526, 6-21=-273/0,
9-20=0/420, 12-14=-1953/0, 11-18=0/1350
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are 3x6 MT20 unless otherwise indicated.
4) Refer to girder(s) for truss to truss connections.
5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
F02
Truss Type
Floor
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:30 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-yGBT97oqH9qocn1HX91TaXijps2u_7eSZ0Uw66yBK07
Scale = 1:27.7
B1
W1 W1
T1
W2 W2 W2 W2 W4 W4W3
B2
T21 2 3 4 5 6 7 8 9 10 11
20 19 18 17 16 15 14 13 12
3x6 FP
3x4
3x6
3x4 3x6 FP
1.5x3
3x4
3x4
1.5x3
1.5x3
3x4
1.5x3
3x4 4x4
3x6
1.5x3 3x4
3x6 3x6
1.5x3
6-10-0
6-10-0
8-11-8
2-1-8
9-7-0
0-7-8
10-2-8
0-7-8
10-4-0
0-1-8
12-11-8
2-7-8
13-7-0
0-7-8
14-2-8
0-7-8
17-1-0
2-10-8
1-7-6 1-10-8 1-3-0 2-6-0 1-3-0 2-6-0
1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.81
0.71
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.42
0.05
(loc)
14-15
14-15
12
l/defl
>841
>482
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 69 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
T2: 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF No.2(flat) *Except*
B2: 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 20=673/Mechanical, 12=673/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1537/0, 3-4=-1537/0, 4-5=-2273/0, 5-6=-2273/0, 6-7=-2335/0, 7-8=-2335/0, 8-9=-2335/0, 9-10=-1506/0
BOT CHORD 19-20=0/874, 18-19=0/1979, 17-18=0/2335, 16-17=0/2335, 15-16=0/2335, 14-15=0/1506, 13-14=0/1506, 12-13=0/1506
WEBS 7-15=-255/0, 9-14=-272/0, 10-13=0/302, 2-20=-1064/0, 2-19=0/817, 4-19=-545/0, 4-18=0/363, 9-15=0/970,
10-12=-1651/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) Refer to girder(s) for truss to truss connections.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
F07L
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:31 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-QSkrNTpS2SyfDxcT5sYi7lF11GWkjfUcogEUeZyBK06
Scale: 3/8"=1'
B1
BL1 BL1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
B2
T2
W2 W3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
32 33
3x4 3x6 FP 4x6
3x6 FP
3x4
4x4
2-10-8
2-10-8
3-6-0
0-7-8
4-1-8
0-7-8
6-10-8
2-9-0
7-6-0
0-7-8
8-1-8
0-7-8
15-9-8
7-8-0
19-11-8
4-2-0
15-6-8 2-6-0 1-5-0
0-1-8
0-1-8
1-4-01-4-0Plate Offsets (X,Y)-- [17:Edge,0-1-8], [18:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.20
0.22
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.07
0.00
(loc)
18
17-18
17
l/defl
****
>686
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 70 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
OTHERS 2x4 SPF No.2(flat)
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.All bearings 15-9-8 except (jt=length) 17=0-2-4.
(lb) - Max Uplift All uplift 100 lb or less at joint(s) 19
Max Grav All reactions 250 lb or less at joint(s) 31, 17, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 19 except
18=401(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are 1.5x3 MT20 unless otherwise indicated.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19.
8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
F06
Truss Type
Floor
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 8 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:31 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-QSkrNTpS2SyfDxcT5sYi7lF0sGWmjfEcogEUeZyBK06
Scale = 1:10.7
B1
W1W1
BL1
W1
T1
W2 W3
1 2 3 4
8 7 6 5
9
3x4
3x6
1.5x3
3x6
1.5x3
3x4
3x4
1.5x3 1.5x3
2-9-0
2-9-0
5-9-0
3-0-0
2-6-0 0-10-10 1-7-6 0-1-8
1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.27
0.22
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.04
0.00
(loc)
7-8
7-8
5
l/defl
>999
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 26 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 8=220/Mechanical, 5=216/0-3-8 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-264/0
BOT CHORD 7-8=0/264, 6-7=0/264, 5-6=0/264
WEBS 2-8=-290/0, 3-5=-316/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) Refer to girder(s) for truss to truss connections.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
16053203B OPTION
Truss
F01GR
Truss Type
Floor Girder
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:31 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-QSkrNTpS2SyfDxcT5sYi7lFuXGOIjancogEUeZyBK06
Scale: 3/8"=1'
B1
BL1 W1
T1
W2 W2 W2 W4W2 W2 W4W2 W3
W4
B2
T2 W4
1 2 3 4 5 6 7 8 9 10 11 12 13
23 22 21 20 19 18 17 16 15 14
24
25
3x6 FP3x6 4x8
3x4 3x6 FP 4x4
4x6
4x6 4x6 4x6
4x8
3x4
3x6
3x4
4x6
THO35160
10-2-4
10-2-4
11-10-0
1-7-12
12-5-8
0-7-8
13-1-0
0-7-8
15-10-0
2-9-0
16-5-8
0-7-8
17-1-0
0-7-8
19-11-8
2-10-8
1-7-6 1-4-12 1-3-0 2-6-0 1-3-0 2-6-0
0-1-8
1-4-01-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.81
0.76
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.30
-0.53
0.07
(loc)
19-20
19-20
14
l/defl
>789
>448
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 90 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
T2: 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except*
B2: 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 23=1056/0-3-8 (min. 0-1-8), 14=830/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-25=-2450/0, 3-25=-2450/0, 3-4=-2450/0, 4-5=-3354/0, 5-6=-3354/0, 6-7=-3354/0, 7-8=-3568/0, 8-9=-3568/0,
9-10=-3286/0, 10-11=-3286/0, 11-12=-1926/0
BOT CHORD 22-23=0/1460, 21-22=0/2955, 20-21=0/3528, 19-20=0/3286, 18-19=0/3286, 17-18=0/1926, 16-17=0/1926, 15-16=0/1926,
14-15=0/1926
WEBS 10-18=-398/0, 11-16=-380/0, 12-15=0/389, 2-23=-1776/0, 2-22=0/1220, 3-22=-300/0, 4-22=-623/0, 12-14=-2112/0,
4-21=0/491, 11-18=0/1547, 9-20=0/545
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are 1.5x3 MT20 unless otherwise indicated.
4) Refer to girder(s) for truss to truss connections.
5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
8) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 2-8-12 from the left end to connect truss(es)
F02GR (1 ply 2x4 SPF) to front face of top chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-23=-13, 1-13=-67
Concentrated Loads (lb)
Vert: 25=-314(F)
Job
16053203B OPTION
Truss
F02GR
Truss Type
Floor Girder
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:32 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ueIDapq4pm4Wr4Bgfa3xfyn1qgvdS6Pl1Kz1B?yBK05
Scale = 1:9.3
B1
W1 W1 W1W1
T1
1 2
4 3
5
3x4 3x6
3x6 3x4
THO35160
2-1-12
2-1-12
1-7-12
1-4-01-4-0Plate Offsets (X,Y)-- [4:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.90
0.05
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.01
0.00
(loc)
4
3-4
3
l/defl
****
>999
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 13 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 4=454/Mechanical, 3=380/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-4=-435/0, 2-3=-361/0
NOTES-
1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
2) Refer to girder(s) for truss to truss connections.
3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 0-11-8 from the left end to connect truss(es)
F02 (1 ply 2x4 SPF) to front face of top chord.
6) Fill all nail holes where hanger is in contact with lumber.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 3-4=-20, 1-2=-100
Concentrated Loads (lb)
Vert: 5=-607(F)
Job
16053203B OPTION
Truss
F06GR
Truss Type
Floor Girder
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:32 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ueIDapq4pm4Wr4Bgfa3xfyn2mgkhS2Sl1Kz1B?yBK05
Scale: 3/8"=1'
B1
W1 W1
T1
W2 W2 W2 W2 W2 W4 W4W2 W3
B2
T2W4 W4
1 2 3 4 5 6 7 8 9 10 11 12 13
23 22 21 20 19 18 17 16 15 14
24
3x6 FP
3x4
3x6 4x8
3x4 3x6 FP
1.5x3
3x4
4x6
1.5x3
1.5x3
4x6
1.5x3
4x6 4x6
4x8
1.5x3 3x4
3x6
1.5x3 3x4
3x6
1.5x3 THO35160
10-2-4
10-2-4
11-6-8
1-4-4
12-2-0
0-7-8
12-9-8
0-7-8
12-11-0
0-1-8
15-6-8
2-7-8
16-2-0
0-7-8
16-9-8
0-7-8
19-8-0
2-10-8
1-7-6 1-1-4 1-3-0 2-6-0 1-3-0 2-6-0
1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [14:Edge,0-1-8], [18:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
NO
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.84
0.75
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.30
-0.52
0.07
(loc)
19-20
19-20
14
l/defl
>782
>444
n/a
L/d
480
360
n/a
PLATES
MT20
Weight: 89 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
T2: 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except*
B2: 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) 23=1118/Mechanical, 14=823/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-2465/0, 3-24=-2465/0, 3-4=-2465/0, 4-5=-3326/0, 5-6=-3326/0, 6-7=-3489/0, 7-8=-3489/0, 8-9=-3489/0,
9-10=-3241/0, 10-11=-3241/0, 11-12=-1908/0
BOT CHORD 22-23=0/1552, 21-22=0/2952, 20-21=0/3482, 19-20=0/3251, 18-19=0/3241, 17-18=0/1908, 16-17=0/1908, 15-16=0/1908,
14-15=0/1908
WEBS 10-18=-387/0, 11-16=-375/0, 12-15=0/385, 2-23=-1889/0, 2-22=0/1125, 3-22=-257/0, 4-22=-601/0, 4-21=0/460,
11-18=0/1519, 12-14=-2091/0, 9-20=0/527
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) Refer to girder(s) for truss to truss connections.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 2-5-4 from the left end to connect truss(es)
F02GR (1 ply 2x4 SPF) to back face of top chord.
7) Fill all nail holes where hanger is in contact with lumber.
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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-23=-13, 1-13=-67
Concentrated Loads (lb)
Vert: 24=-387(B)
Job
16053203B OPTION
Truss
F04
Truss Type
Floor
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:33 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-Mrsbn9qia4CNTEmsDHbACAKLG47ABRAuF_jbjRyBK04
Scale = 1:31.6
B1
W1 W1
T2
W2 W2 W3 W3 W3 W3 W2W2
B2
T1
B3 B4
T4T3
W3W3W3
W2 W2W2 W2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
25 24 23 22 21 20 19 18 17 16
6x8 3x12 M18SHS FP 6x8
3x6 FP
7x14 MT20HS
6x12
6x10
6x10
4x6
4x6
7x14 MT20HS
6x12
3x12 MT18HS FP
3x6 FP
6x10
6x10
4x6
19-6-4
19-6-4
1-7-6 0-6-2
1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [21:0-3-0,0-0-0], [22:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.34
0.55
0.54
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.63
0.10
(loc)
22-23
22-23
16
l/defl
>963
>369
n/a
L/d
480
360
n/a
PLATES
MT20
MT20HS
M18SHS
MT18HSWeight: 146 lb FT = 0%F, 0%E
GRIP
197/144
148/108
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2(flat)
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) 25=2736/Mechanical, 16=2736/Mechanical
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6997/0, 3-4=-7028/0, 4-5=-11014/0, 5-6=-11014/0, 6-7=-11971/0, 7-8=-11971/0, 8-9=-11006/0, 9-10=-11006/0,
10-11=-11006/0, 11-12=-11006/0, 12-13=-7031/0, 13-14=-7000/0
BOT CHORD 24-25=0/4009, 23-24=0/9401, 22-23=0/11898, 21-22=0/11971, 20-21=0/11971, 19-20=0/11971, 18-19=0/9395,
17-18=0/9395, 16-17=0/4011
WEBS 2-25=-4723/0, 2-24=0/3603, 3-24=-489/0, 4-24=-2792/0, 4-23=0/1921, 5-23=-431/0, 6-23=-1052/0, 6-22=-356/541,
14-16=-4725/0, 14-17=0/3604, 13-17=-489/0, 12-17=-2783/0, 12-19=0/1917, 10-19=-439/0, 8-19=-1310/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are MT20 plates unless otherwise indicated.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) Refer to girder(s) for truss to truss connections.
6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 16-25=-13, 1-15=-271
Job
16053203B OPTION
Truss
F01L
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Gorman Bishop House
Job Reference (optional)
Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Wed Dec 07 15:58:33 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-Mrsbn9qia4CNTEmsDHbACAKNF4EXBYeuF_jbjRyBK04
Scale = 1:10.7
B1
BL1
W1 W1W1
T1
ST1 ST1 ST1 ST1
1 2 3 4 5 6
11 10 9 8 7
12
3x4 3x6
2x4 3x4
5-2-0
5-2-0
5-9-0
0-7-0
0-1-8
1-4-01-4-0LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
IBC2009/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.22
0.07
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
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: 23 lb FT = 0%F, 0%E
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2(flat)
OTHERS 2x4 SPF No.2(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings 5-9-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 11 except 7=278(LC 1), 10=395(LC 1), 9=431(LC 1), 8=469(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-10=-384/0, 3-9=-404/0, 4-8=-432/0, 5-7=-293/0
NOTES-
1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
2) All plates are 1.5x3 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-11=-20, 1-6=-304