HomeMy WebLinkAboutTRUSS SPECS - 22-00111 - 892 Larch Dr - ShopJob
221653
Truss
A01
Truss Type
Common
Qty
9
Ply
1
Johnathan Shed
Job Reference (optional)
8.520 s Sep 27 2021 MiTek Industries, Inc. Thu Mar 3 10:38:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:hjCC2NHNA2lkSOKpmeKCtmzeeaF-5jjBsDhlvO3Ja4?jR0r1V1SrFbt?rvBrflS9gTzeeTG
Scale = 1:34.4
T1 T2
B1
W1
W2W3
B21
2
3
4
5
6
7
8
9
10 11
12
4x5
3x5 5x8
1.5x4 1.5x4
3x5
10-0-0
10-0-0
20-0-0
10-0-0
-1-0-0
1-0-0
5-4-14
5-4-14
10-0-0
4-7-2
14-7-2
4-7-2
20-0-0
5-4-14
21-0-0
1-0-0
0-
3
-
1
5
3-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [2:0-3-14,0-1-8], [6:0-3-14,0-1-8], [8:0-4-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.38
0.59
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.30
0.05
0.05
(loc)
2-8
2-8
6
8
l/defl
>999
>790
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 76 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-5-14 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=1119/0-5-8 (min. 0-1-8), 6=1119/0-5-8 (min. 0-1-8)
Max Horz2=-38(LC 13)
Max Uplift2=-101(LC 8), 6=-101(LC 9)
Max Grav2=1212(LC 19), 6=1212(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-2544/588, 3-9=-2494/601, 3-10=-1694/403, 4-10=-1624/411, 4-11=-1624/411,
5-11=-1694/403, 5-12=-2494/601, 6-12=-2544/588
BOT CHORD 2-8=-486/2350, 6-8=-486/2350
WEBS 4-8=-53/660, 5-8=-948/260, 3-8=-948/260
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -1-0-0 to 2-1-3, Interior(1) 2-1-3 to 6-10-13, Exterior(2R) 6-10-13 to 13-1-3, Interior(1) 13-1-3 to 17-10-13
, Exterior(2E) 17-10-13 to 21-0-0 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=35.0 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 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=101,
6=101.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
221653
Truss
A01E
Truss Type
Common Supported Gable
Qty
2
Ply
1
Johnathan Shed
Job Reference (optional)
8.520 s Sep 27 2021 MiTek Industries, Inc. Thu Mar 3 10:38:55 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:hjCC2NHNA2lkSOKpmeKCtmzeeaF-25ryHvj0R?J0pO95ZRuVaSXECOhaJuP873xFlMzeeTE
Scale = 1:34.4
T1 T2
B1
ST1ST2ST3ST4ST5
ST6 ST7 ST8 ST9 ST10
B21
2
3
4
5
6
7 8 9
10
11
12
13
14
15
25 24 23 22 21 20 19 18 17 16
26
27 28
29
3x6
3x4
5x6
3x4
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-
3
-
1
5
3-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [8:0-3-0,Edge], [16:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.16
0.07
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
0.00
0.00
(loc)
14
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 85 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud
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 20-0-0.
(lb) - Max Horz2=-38(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 19, 18, 17, 16, 14
Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 20, 19, 18, 17 except 2=273(LC 19), 25=510(LC
19), 16=506(LC 20), 14=283(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-25=-400/162, 13-16=-392/158
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Corner(3E) -1-0-0 to 2-1-3, Exterior(2N) 2-1-3 to 6-10-13, Corner(3R) 6-10-13 to 13-1-3, Exterior(2N) 13-1-3 to
17-10-13, Corner(3E) 17-10-13 to 21-0-0 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) 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=35.0 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 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 24, 25, 19,
18, 17, 16, 14.
12) 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