HomeMy WebLinkAboutROOF TRUSS DESIGN - 22-00588 - Cedar Point Trucking - New Commercial BldgJob
230168
Truss
A1
Truss Type
ROOF SPECIAL
Qty
30
Ply
1
Cedar Point Trucking HQ
Job Reference (optional)
8.530 s Feb 23 2022 MiTek Industries, Inc. Thu Jan 12 17:05:38 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:0BreUHLet?22rkX27eIbEayP9_M-C4x_SbRZ6x0OmLpS6rPRlIQiOKIb1uBFDJ567Mzw0mh
Scale = 1:47.0
W1
T1
W1
B1
W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12
B2
T2
1 2 3 4 5 6 7
15 14 13 12
11 10 9 8
16
17
18 19 20 21 22 23
3x8
6x8
4x8 7x10 MT20HS6x8
5x6
7x8
2x4 7x8
4x5
4x5
6x8
6x8
7x8
7x8
5-0-5
5-0-5
9-9-3
4-8-13
14-6-0
4-8-13
19-2-13
4-8-13
23-11-11
4-8-13
29-0-0
5-0-5
5-0-5
5-0-5
9-9-3
4-8-13
14-6-0
4-8-13
19-2-13
4-8-13
23-11-11
4-8-13
29-0-0
5-0-5
2-
2
-
1
4
4-
2
-
0
1-
7
-
1
4
0.25 12
Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [4:0-4-0,0-4-8], [6:0-3-8,0-3-0], [9:0-3-8,0-3-8], [10:0-3-8,0-3-0], [14:0-3-8,0-3-0]
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
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.32
0.65
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.55
-0.82
0.08
0.33
(loc)
10-12
10-12
8
12
l/defl
>624
>420
n/a
>999
L/d
600
240
n/a
240
PLATES
MT20
MT20HS
Weight: 181 lb FT = 15%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud *Except*
W1: 2x6 DF SS, W2,W12: 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1484/0-7-4 (min. 0-1-9), 8=1484/0-5-8 (min. 0-1-9)
Max Horz15=-252(LC 10)
Max Uplift15=-115(LC 13), 8=-134(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-1389/611, 1-2=-3500/1467, 2-3=-5840/2275, 3-4=-5840/2269, 4-5=-6954/2620,
5-6=-6600/2590, 6-7=-4393/1863, 7-8=-1346/593
BOT CHORD 15-18=-484/412, 14-18=-484/412, 14-19=-1675/3496, 13-19=-1675/3496, 13-20=-2822/6950,
12-20=-2822/6950, 11-12=-2573/6595, 11-21=-2573/6595, 10-21=-2573/6595,
10-22=-1675/4387, 9-22=-1675/4387, 9-23=-301/469, 8-23=-301/469
WEBS 1-14=-1415/3509, 2-14=-1162/566, 2-13=-1039/2483, 3-13=-384/237, 4-13=-1171/558,
5-12=-250/369, 5-10=-509/323, 6-10=-1009/2289, 6-9=-974/499, 7-9=-1674/4038
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(3) 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) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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 115 lb uplift at joint 15 and 134 lb uplift at
joint 8.
8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
9) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard
Job
230168
Truss
A1E
Truss Type
GABLE
Qty
2
Ply
1
Cedar Point Trucking HQ
Job Reference (optional)
8.530 s Feb 23 2022 MiTek Industries, Inc. Thu Jan 12 17:05:42 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:0BreUHLet?22rkX27eIbEayP9_M-5sAVIzU4AAWpFy6DLhUNw8bONxgXziAr8x3KG7zw0md
Scale = 1:47.0
W1
T1
W1
B1
W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12
B2
T2
ST1 ST2
ST3
ST5
ST6 ST8
ST9
ST10 ST12
1 2 3 4 5 6 7
15 14 13 12
11 10 9 8
16
17
42 43 44 45 46 47
3x8
6x8
4x8 7x10 MT20HS6x8
7x8
7x8
7x8
4x5
4x5
6x8
6x8
7x8
7x8
5-0-5
5-0-5
9-9-3
4-8-13
14-6-0
4-8-13
19-2-13
4-8-13
23-11-11
4-8-13
29-0-0
5-0-5
5-0-5
5-0-5
9-9-3
4-8-13
14-6-0
4-8-13
19-2-13
4-8-13
23-11-11
4-8-13
29-0-0
5-0-5
2-
2
-
1
4
4-
2
-
0
1-
7
-
1
4
0.25 12
Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [4:0-4-0,0-4-8], [6:0-3-8,0-3-0], [9:0-3-8,0-3-8], [10:0-3-8,0-3-0], [14:0-3-8,0-3-0]
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
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.32
0.65
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.55
-0.82
0.08
0.33
(loc)
10-12
10-12
8
12
l/defl
>624
>420
n/a
>999
L/d
600
240
n/a
240
PLATES
MT20
MT20HS
Weight: 192 lb FT = 15%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud *Except*
W1: 2x6 DF SS, W2,W12: 2x4 DF No.2
OTHERS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 15=1484/0-7-4 (min. 0-1-9), 8=1484/0-5-8 (min. 0-1-9)
Max Horz15=-252(LC 10)
Max Uplift15=-115(LC 13), 8=-134(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-1389/611, 1-2=-3500/1467, 2-3=-5840/2275, 3-4=-5840/2269, 4-5=-6954/2620,
5-6=-6600/2590, 6-7=-4393/1863, 7-8=-1346/593
BOT CHORD 15-42=-484/412, 14-42=-484/412, 14-43=-1675/3496, 13-43=-1675/3496, 13-44=-2822/6950,
12-44=-2822/6950, 11-12=-2573/6595, 11-45=-2573/6595, 10-45=-2573/6595,
10-46=-1675/4387, 9-46=-1675/4387, 9-47=-301/469, 8-47=-301/469
WEBS 1-14=-1415/3509, 2-14=-1162/566, 2-13=-1039/2483, 3-13=-384/237, 4-13=-1171/558,
5-12=-250/369, 5-10=-509/323, 6-10=-1009/2289, 6-9=-974/499, 7-9=-1674/4038
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(3) 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) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 15 and 134 lb uplift at
joint 8.
11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
12) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the
Bottom Chord, nonconcurrent with any other live loads.
LOAD CASE(S) Standard