HomeMy WebLinkAboutTRUSS SPECS - M20-00019 - Hymas - 1733 W 4300 S - ShopJob
B0417-20
Truss
A1
Truss Type
Common
Qty
19
Ply
1
Blake Garner / Hymas Shop(RP3/23)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Mar 23 10:48:58 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:rTKP9O9Ne9njs2wV_8GGJMzY4G1-8JOClktZoWOu7zJsUBFWEjRpIadLwh2Uy2PwI3zY3K3
Scale = 1:52.2
T2 T2
B1
W2
W1
W2
W1T1 T1
B21
2
3
4
5
6
7
10 9 8
11
12
13 14
15
16
17 18
5x6
3x4 4x4 3x4
5x8
3x4
5x8
3x4
10-2-3
10-2-3
19-9-13
9-7-11
30-0-0
10-2-3
-1-6-0
1-6-0
7-9-4
7-9-4
15-0-0
7-2-12
22-2-12
7-2-12
30-0-0
7-9-4
31-6-0
1-6-0
0-
4
-
3
7-
1
0
-
3
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-4-0,0-3-4], [5:0-4-0,0-3-4], [6:0-0-8,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.78
0.56
0.38
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.43
0.08
0.06
(loc)
8-10
8-10
6
6-8
l/defl
>999
>818
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 126 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-1-2 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=1598/0-5-8 (min. 0-1-11), 6=1598/0-5-8 (min. 0-1-11)
Max Horz2=115(LC 13)
Max Uplift2=-131(LC 14), 6=-131(LC 14)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-2543/203, 3-11=-2412/229, 3-12=-2200/218, 12-13=-2059/230, 4-13=-2039/243,
4-14=-2039/243, 14-15=-2059/230, 5-15=-2200/218, 5-16=-2412/229, 6-16=-2543/203
BOT CHORD 2-10=-114/2139, 10-17=-26/1443, 9-17=-26/1443, 9-18=-26/1443, 8-18=-26/1443,
6-8=-130/2139
WEBS 4-8=-50/865, 5-8=-683/145, 4-10=-50/865, 3-10=-683/145
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0,
Interior(1) 18-0-0 to 31-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00
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 2.00 times flat roof load of 35.0 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 = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 2 and 131 lb uplift at joint
6.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
B0417-20
Truss
A2G
Truss Type
Common Supported Gable
Qty
2
Ply
1
Blake Garner / Hymas Shop(RP3/23)
Job Reference (optional)
Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Mar 23 10:49:00 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:rTKP9O9Ne9njs2wV_8GGJMzY4G1-4iVyAQupK7ecNHTFccI_J8WHpOO9OdInPMu1NyzY3K1
Scale = 1:53.1
T2 T2
B1
ST7ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1T1 T1
B21
2
3
4 5
6
7
8
9
10
11
12
13
14
15 16
17
18
19
33 32 31 30 29 28 27 26 25 24 23 22 21 20
34
35 36
37
3x4
4x4
3x4
3x4
3x4
3x4
30-0-0
30-0-0
-1-6-0
1-6-0
15-0-0
15-0-0
30-0-0
15-0-0
31-6-0
1-6-0
0-
4
-
3
7-
1
0
-
3
0-
4
-
3
6.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.26
0.15
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
19
18
18
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 163 lb FT = 0%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 30-0-0.
(lb) - Max Horz2=115(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18
Max Grav All reactions 250 lb or less at joint(s) 26, 30, 31, 32, 33, 23, 22, 21, 20 except 2=359(LC 18),
28=294(LC 19), 29=290(LC 19), 25=294(LC 20), 24=290(LC 20), 18=359(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 9-28=-266/101, 8-29=-262/76, 11-25=-266/101, 12-24=-262/76
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 15-0-0, Corner(3) 15-0-0 to 18-0-0,
Exterior(2) 18-0-0 to 31-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00
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 2.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 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 100 lb uplift at joint(s) 2, 28, 29, 30, 31, 32,
33, 25, 24, 23, 22, 21, 20, 18.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard