HomeMy WebLinkAboutTRUSS SPECS - 19-00380 - 188 N Hill Rd - SFR Remodel - New RoofJob
19-033182T
Truss
A01
Truss Type
Common
Qty
15
Ply
1
Job Reference (optional)
Run: 8.220 s Feb 10 2019 Print: 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Mar 26 21:54:19 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HRYijKNEOJBq1nApa0XHFuzX2Zy-msoY9EcFMT_5oAblMChU6IdXx48Y_gnUjvGDk3zWwII
Scale = 1:69.2
T2 T2
B1
W1 W2
W3
W4 W5
W6
W2
W3
W4W5
W6
T1 T1
B1B2AB
C
D
E
F
G
H
I
J K
P O N M L
Q R
5x8
5x6
5x8
5x8
5x12 MT20HS 4x8
3x4
5x12 MT20HS 3x4
1.5x4
3x4
3x4
1.5x4
5x8
6-10-0
6-10-0
13-8-0
6-10-0
20-6-0
6-10-0
27-4-0
6-10-0
34-2-0
6-10-0
41-0-0
6-10-0
-1-6-0
1-6-0
5-1-8
5-1-8
10-3-0
5-1-8
15-4-8
5-1-8
20-6-0
5-1-8
25-7-8
5-1-8
30-9-0
5-1-8
35-10-8
5-1-8
41-0-0
5-1-8
42-6-0
1-6-0
0-
3
-
1
5
7-
1
-
1
5
7-
7
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-3-3,Edge], [D:0-4-0,0-3-0], [H:0-4-0,0-3-0], [J:0-3-3,Edge], [M:0-6-0,0-3-0], [O:0-6-0,0-3-0]
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.52
0.76
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.55
-0.79
0.25
0.27
(loc)
N
M-N
J
N
l/defl
>882
>619
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 192 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
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 2-5-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing.
WEBS 1 Row at midpt G-N, E-N
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=2136/0-5-8 (min. 0-2-5), J=2136/0-5-8 (min. 0-2-5)
Max HorzB=130(LC 10)
Max UpliftB=-496(LC 6), J=-496(LC 7)
Max GravB=2147(LC 17), J=2147(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5269/1059, C-D=-4993/996, D-Q=-4156/832, E-Q=-4069/845, E-F=-3170/652, F-G=-3170/652, G-R=-4069/845,
H-R=-4156/833, H-I=-4993/997, I-J=-5269/1060
BOT CHORD B-P=-1033/4899, O-P=-870/4393, N-O=-660/3664, M-N=-556/3664, L-M=-765/4393, J-L=-929/4899
WEBS F-N=-284/1557, G-N=-1363/325, G-M=-123/659, H-M=-744/246, H-L=-77/416, I-L=-312/170, E-N=-1363/325, E-O=-123/659,
D-O=-744/246, D-P=-76/416, C-P=-312/170
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; 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=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 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) B=496,
J=496.
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
19-033182T
Truss
A02
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.220 s Feb 10 2019 Print: 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Mar 26 21:54:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HRYijKNEOJBq1nApa0XHFuzX2Zy-E2MwNact7n6yQKAxwwCjfV9k0Ue1jCWdyZ?nHVzWwIH
Scale = 1:64.7
T2 T2
B1
W1
W2 W3
W4 W5
W6
W2W3
W4W5
W6
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST5
ST4ST1
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST5
ST4 ST1
T1 T1
B1B2A
B
C
D
E
F
G
H
I
AB AA Z Y X W V U T S R Q P O N M L K J
BE BF
5x6
3x6
5x6 3x8
3x4
5x6
5x8
3x4
3x4
5x8
3x4
2x4
2x4
2x4
2x4
3x6
6-10-0
6-10-0
13-8-0
6-10-0
20-6-0
6-10-0
27-4-0
6-10-0
34-2-0
6-10-0
41-0-0
6-10-0
-1-6-0
1-6-0
5-1-8
5-1-8
10-3-0
5-1-8
15-4-8
5-1-8
20-6-0
5-1-8
25-7-8
5-1-8
30-9-0
5-1-8
35-10-8
5-1-8
41-0-0
5-1-8
42-6-0
1-6-0
0-
0
-
4
6-
1
0
-
4
0-
0
-
4
4.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [O:0-3-0,0-3-0], [W:0-3-0,0-3-0]
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
IBC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.11
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.01
(loc)
-
-
I
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 250 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
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 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 41-0-0.
(lb) - Max HorzA=116(LC 14)
Max Uplift All uplift 100 lb or less at joint(s) A, I except W=-231(LC 10), S=-179(LC 6), O=-215(LC 11), K=-201(LC
11), AA=-198(LC 6)
Max Grav All reactions 250 lb or less at joint(s) A, T, U, V, X, Y, Z, AB, R, Q, P, N, M, L, J, I except W=780(LC
16), S=647(LC 1), O=780(LC 17), K=585(LC 17), AA=585(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-267/91, B-C=-97/267, G-H=-43/267, H-I=-267/79
WEBS E-S=-433/89, F-O=-603/130, G-O=-303/144, G-K=-428/137, H-K=-492/214, D-W=-603/144, C-W=-303/146, C-AA=-428/133,
B-AA=-492/213
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left
and right exposed ; Lumber DOL=1.33 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 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 100 lb uplift at joint(s) A, I except (jt=lb)
W=231, S=179, O=215, K=201, AA=198.
11) 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