HomeMy WebLinkAboutTRUSS SPECS - 20-00144 - 1030 S 5th W - Eden Townhomes - 5 Unit bldg #3Job
20-033575T
Truss
A1
Truss Type
Common
Qty
30
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 25 15:55:49 2020 Page 1 BMC West, KALISPELL, MT ID:WeSxBtl3b6l2hx89lnWmwEy4las-TeLGCkvxJU8YYgNMxAAbSFJSdvcPUI_4rDUTzhzXKeO
Scale = 1:60.7
T3
W11
B1
W3 W4
W5 W6 W7
W8
W9
W10
W1
W2
T1
B2
T2
1 2
3
4
5
6 7
8 9
16 15 14 13 12 11 10
17
18
19
5x6
3x4
6x8 12x12 5x12 MT20HS
3x4
7x10 3x4
5x8
3x4
3x4
3x6
3x6
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
30-0-0
6-0-0
29-4-12 29-4-12
-1-6-0
1-6-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
30-0-0
6-0-0
33-0-0
3-0-0
29-4-12 29-4-12
0-
1
1
-
1
4
6-
5
-
1
2
5-
1
1
-
1
4
2.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-3-0], [6:0-3-0,Edge], [15:0-3-8,Edge], [16:0-2-11,0-0-7], [16:0-5-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.64
0.71
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.42
-0.59
0.12
(loc)
14-15
14-15
10
l/defl
>854
>601
n/a
L/d
360
240
n/a
PLATES
MT20
MT20HS
Weight: 162 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
T3: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W10,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
W1: 2x6 DF 1800F 1.6E or 2x6 DF SS
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-11, 7-10
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)10=1788/0-5-8 (min. 0-2-8), 16=1652/0-5-8 (min. 0-1-14)
Max Horz 16=254(LC 11)
Max Uplift10=-416(LC 14), 16=-383(LC 10)
Max Grav10=2320(LC 21), 16=1754(LC 21)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-4540/829, 3-17=-4493/838, 3-4=-4525/821, 4-18=-3478/600,
5-18=-3402/605, 5-6=-1954/324, 6-7=-1865/334, 8-10=-803/304, 2-16=-1680/402
BOT CHORD 15-16=-338/479, 14-15=-906/4432, 13-14=-852/4419, 12-13=-852/4419,
11-12=-594/3390, 10-11=-282/1872
WEBS 3-15=-450/161, 4-12=-1198/284, 5-12=-60/591, 5-11=-1782/367, 7-11=-136/1039,
7-10=-2385/428, 2-15=-730/3985
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-5 to 2-5-11, Interior(1) 2-5-11 to 32-11-9 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on
overhangs non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) 10=416, 16=383.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard
Job
20-033575T
Truss
A1GE
Truss Type
Common Supported Gable
Qty
10
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 25 15:55:51 2020 Page 1 BMC West, KALISPELL, MT ID:WeSxBtl3b6l2hx89lnWmwEy4las-Q1T1dPxCr5PGn_Xk3aD3XgPpWiSryP3NJWza2ZzXKeM
Scale = 1:60.7
W1
T3
W9
B1
Job
20-033575T
Truss
B1
Truss Type
Common
Qty
20
Ply
1
Job Reference (optional)
Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 25 15:55:53 2020 Page 1 BMC West, KALISPELL, MT ID:WeSxBtl3b6l2hx89lnWmwEy4las-MPbn25ySMif_1Hh7A?FXc5U7bW?0Q70gmqSh6SzXKeK
Scale = 1:58.2
T1 T1
B1
W6 W5 W4 W3
W5W4W3W1
W2
W1
W2
B1
1 2
3
4
5
6
7
8 9
14 13 12 11 10
15 16
5x6
6x8
3x4
3x4
6x8
3x4
3x4
6x8
4x5
4x8 4x8
4x5
7-6-0
7-6-0
15-0-0
7-6-0
22-6-0
7-6-0
30-0-0
7-6-0
29-4-12 29-4-12
-1-6-0
1-6-0
5-0-0
5-0-0
10-0-0
5-0-0
15-0-0
5-0-0
20-0-0
5-0-0
25-0-0
5-0-0
30-0-0
5-0-0
31-6-0
1-6-0
29-4-12 29-4-12
0-
1
1
-
1
4
3-
5
-
1
4
0-
1
1
-
1
4
2.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [8:0-2-8,0-1-12], [12:0-4-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
8.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.71
0.67
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.45
-0.68
0.17
(loc)
11-12
12-13
10
l/defl
>787
>525
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 136 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing.
WEBS 1 Row at midpt 3-14, 7-10
MiTek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.
REACTIONS.(lb/size)14=1659/0-5-8 (min. 0-1-12), 10=1659/0-5-8 (min. 0-1-12)
Max Horz 14=-24(LC 19)
Max Uplift14=-335(LC 10), 10=-335(LC 11)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-384/52, 3-15=-344/62, 3-4=-4259/643, 4-5=-3625/504, 5-6=-3625/504, 6-7=-4259/643, 7-16=-344/62,
8-16=-384/52, 2-14=-447/190, 8-10=-447/190
BOT CHORD 13-14=-668/3903, 12-13=-649/4227, 11-12=-627/4227, 10-11=-644/3903
WEBS 5-12=-60/792, 6-12=-1111/259, 7-11=0/425, 4-12=-1111/259, 3-13=0/425, 3-14=-3758/663, 7-10=-3758/663
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C;
Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-6-5 to 2-5-11, Interior(1) 2-5-11 to 31-6-5 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 20.0 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except
(jt=lb) 14=335, 10=335.
8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard
ANSI/TPI 1.
LOAD CASE(S) Standard