23C-110 17041311 Bott-Carron-Deal Garage DrawingsJob
17041311B
Truss
A1
Truss Type
COMMON
Qty
9
Ply
1
Bott/Carron-Deal Garage
Job Reference (optional)
Woodmont Ave Northampton MA
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 14:45:32 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:d3gmNOYKRxDJlrSPK3svb7zRmwt-D4ECElGzbmMzXnGMAzsMPMCvdrMkH3_6Zr6Vr2zRmqn
Scale = 1:67.3
B1
T1 T1
W1
W2 W2
W1
B2
1395#/-137#1395#/-137#1395#/-137#1395#/-137#
1 2
3
4
5
6
710 9 817 18
4x4
3x4
5x6
3x4
1.5x3
3x4
1.5x3
4x4
15-6-11
11-4-156-0-10
6-0-10
13-11-6
7-10-11
20-0-0
6-0-10
-1-0-0
1-0-0
5-0-10
5-0-10
10-0-0
4-11-6
14-11-6
4-11-6
20-0-0
5-0-10
21-0-0
1-0-0
0-5-310-5-30-5-312.00 12
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2009/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.41
0.67
0.68
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.23
-0.36
0.03
0.02
(loc)
8-10
8-10
6
10
l/defl
>999
>658
n/a
>999
L/d
240
180
n/a
360
PLATES
MT20
Weight: 94 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1395/0-3-8, 6=1395/0-3-8
Max Horz2=-305(LC 4)
Max Uplift2=-137(LC 6), 6=-137(LC 7)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/127, 2-3=-1595/324, 3-4=-1499/571, 4-5=-1499/571, 5-6=-1595/324, 6-7=0/127
BOT CHORD 2-10=-142/1014, 10-17=-35/655, 9-17=-35/655, 9-18=-35/655, 8-18=-35/655, 6-8=-24/1014
WEBS 3-10=-434/384, 4-10=-328/747, 4-8=-328/747, 5-8=-434/384
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
3) This truss has been checked for uniform snow load only, except as noted.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 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, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 2 and 137 lb uplift at joint
6.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
17041311B
Truss
A1GE
Truss Type
GABLE
Qty
2
Ply
1
Bott/Carron-Deal Garage
Job Reference (optional)
Woodmont Ave Northampton MA
Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Tue Apr 11 14:45:32 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC
ID:d3gmNOYKRxDJlrSPK3svb7zRmwt-D4ECElGzbmMzXnGMAzsMPMCz8rV3HAu6Zr6Vr2zRmqn
Scale = 1:67.5
B1
T1 T1
B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
12
3
4
5
6
7
8
9
10
11
12
13
22 21 20 19 18 17 16 15 14
3x4
4x4
3x4
5x6
15-6-11
20-0-0
20-0-0
-1-0-0
1-0-0
10-0-0
10-0-0
20-0-0
10-0-0
21-0-0
1-0-0
0-5-310-5-30-5-312.00 12
Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [12:0-2-6,0-1-8], [17:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=40.0)
TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2009/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.18
0.08
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.02
0.01
(loc)
13
13
12
l/defl
n/r
n/r
n/a
L/d
180
80
n/a
PLATES
MT20
Weight: 115 lb FT = 4%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=259/20-0-0, 12=259/20-0-0, 18=162/20-0-0, 19=249/20-0-0, 20=238/20-0-0, 21=242/20-0-0, 22=231/20-0-0, 17=249/20-0-0, 16=238/20-0-0,
15=242/20-0-0, 14=231/20-0-0
Max Horz2=-308(LC 4)
Max Uplift2=-118(LC 4), 12=-63(LC 5), 19=-99(LC 6), 20=-104(LC 6), 21=-107(LC 6), 22=-88(LC 6), 17=-97(LC 7), 16=-105(LC 7), 15=-107(LC 7), 14=-87(LC 7)
Max Grav2=274(LC 10), 12=274(LC 10), 18=233(LC 7), 19=249(LC 1), 20=238(LC 1), 21=242(LC 1), 22=231(LC 1), 17=249(LC 1), 16=238(LC 1), 15=242(LC 1),
14=231(LC 1)
FORCES.(lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/122, 2-3=-328/168, 3-4=-238/154, 4-5=-155/151, 5-6=-114/151, 6-7=-121/280, 7-8=-121/280, 8-9=-114/151, 9-10=-115/76, 10-11=-162/79, 11-12=-273/91,
12-13=0/122
BOT CHORD 2-22=-35/309, 21-22=-35/309, 20-21=-35/309, 19-20=-35/309, 18-19=-35/309, 17-18=-35/309, 16-17=-35/309, 15-16=-35/309, 14-15=-35/309, 12-14=-35/309
WEBS 7-18=-304/0, 6-19=-209/162, 5-20=-199/179, 4-21=-202/175, 3-22=-192/165, 8-17=-209/162, 9-16=-199/179, 10-15=-202/175, 11-14=-192/165
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
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 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1
4) This truss has been checked for uniform snow load only, except as noted.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 1.5x3 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 2, 63 lb uplift at joint 12,
99 lb uplift at joint 19, 104 lb uplift at joint 20, 107 lb uplift at joint 21, 88 lb uplift at joint 22, 97 lb uplift at joint 17, 105 lb uplift at joint 16,
107 lb uplift at joint 15 and 87 lb uplift at joint 14.
12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard