HomeMy WebLinkAboutIMAGE 3 - 17-00579 - 555 Mikan Dr - Eden - Garage 2 SWJob
17-044644T
Truss
A1
Truss Type
COMMON
Qty
29
Ply
1
Job Reference (optional)
Run: 8.000 s Jul 15 2016 Print: 8.000 s Jul 15 2016 MiTek Industries, Inc. Mon Apr 17 14:45:44 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:erD4zsVYlXdqlS_99lR5F7zRndp-Uvk2BRdzCBNKTZG1EdAT4pTAqEwl3uubriIbwnzPmW5
Scale = 1:73.3
T2 T2
B1
W1 W2
W3
W4 W5
W6 W7
W2
W3
W4W5
W6W7
T1 T1
B1B2B2AB
C
D
E
F
G
H
I
J K
R Q P O N M L
S T
5x8
5x6
5x8
4x12
8x12 MT20HS 6x8
3x4
3x4 8x12 MT20HS
3x4
1.5x4
3x4
3x4
3x4
1.5x4
4x12
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
27-6-0
5-6-0
33-0-0
5-6-0
38-6-0
5-6-0
44-0-0
5-6-0
-1-2-0
1-2-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
27-6-0
5-6-0
33-0-0
5-6-0
38-6-0
5-6-0
44-0-0
5-6-0
45-2-0
1-2-0
0-
3
-
1
5
7-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-0-3,Edge], [D:0-4-0,0-3-4], [H:0-4-0,0-3-4], [J:0-0-3,Edge], [M:0-5-12,Edge], [O:0-4-0,Edge], [Q:0-5-12,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.75
0.91
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.64
-1.16
0.38
0.32
(loc)
O
O-P
J
O-P
l/defl
>812
>451
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 215 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 *Except*
W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing.
WEBS 1 Row at midpt G-O, E-O
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=2432/0-5-8 (min. 0-2-10), J=2432/0-5-8 (min. 0-2-10)
Max Horz B=-136(LC 15)
Max UpliftB=-511(LC 6), J=-511(LC 7)
Max Grav B=2438(LC 17), J=2438(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-6181/1144, C-D=-5471/1019, D-S=-4586/853, E-S=-4513/865, E-F=-3690/707,
F-G=-3690/707, G-T=-4513/866, H-T=-4586/853, H-I=-5471/1019, I-J=-6181/1145
BOT CHORD B-R=-1121/5757, Q-R=-1121/5757, P-Q=-933/5114, O-P=-713/4282, N-O=-606/4282,
M-N=-825/5114, L-M=-1015/5757, J-L=-1015/5757
WEBS F-O=-309/1842, G-O=-1567/340, G-N=-106/687, H-N=-1029/269, H-M=-25/348, I-M=-681/213,
E-O=-1567/340, E-P=-105/687, D-P=-1029/269, D-Q=-25/348, C-Q=-681/211
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
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=511,
J=511.
9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
17-044644T
Truss
A1GE
Truss Type
GABLE
Qty
2
Ply
1
Job Reference (optional)
Run: 8.000 s Jul 15 2016 Print: 8.000 s Jul 15 2016 MiTek Industries, Inc. Mon Apr 17 14:45:45 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:erD4zsVYlXdqlS_99lR5F7zRndp-y5IQPmebzUVB5jrDnKhid00LaeF_oL8k4M18SDzPmW4
Scale = 1:73.3
T2 T2
B1
W1 W2
W3
W4 W5
W6 W7
W2
W3
W4W5
W6W7
T1 T1
B1B2B2
ST13
ST14
ST11
ST12
ST8
ST9
ST6
ST7ST5ST3
ST1
ST13
ST14
ST11
ST12
ST8
ST9
ST6
ST7 ST5 ST3
ST1
A B
C
D
E
F
G
H
I
J K
R Q P O N M L
BO BP
5x8
5x6
5x8
4x12
8x12 MT20HS 6x8
3x4
3x4 8x12 MT20HS
3x4
3x4
3x4
3x4
4x12
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
27-6-0
5-6-0
33-0-0
5-6-0
38-6-0
5-6-0
44-0-0
5-6-0
-1-2-0
1-2-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
27-6-0
5-6-0
33-0-0
5-6-0
38-6-0
5-6-0
44-0-0
5-6-0
45-2-0
1-2-0
0-
3
-
1
5
7-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-0-3,Edge], [D:0-4-0,0-3-4], [H:0-4-0,0-3-4], [J:0-0-3,Edge], [M:0-5-12,Edge], [O:0-4-0,Edge], [Q:0-5-12,Edge], [AI:0-1-11,0-0-12], [BG:0-1-11,0-0-12]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
8.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.75
0.91
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.64
-1.16
0.38
0.32
(loc)
O
O-P
J
O-P
l/defl
>812
>451
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 302 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 *Except*
W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing.
WEBS 1 Row at midpt G-O, E-O
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=2432/0-5-8 (min. 0-2-10), J=2432/0-5-8 (min. 0-2-10)
Max Horz B=-136(LC 15)
Max UpliftB=-511(LC 6), J=-511(LC 7)
Max Grav B=2438(LC 17), J=2438(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-6181/1144, C-D=-5471/1019, D-BO=-4586/853, E-BO=-4513/865, E-F=-3690/707,
F-G=-3690/707, G-BP=-4513/866, H-BP=-4586/853, H-I=-5471/1019, I-J=-6181/1145
BOT CHORD B-R=-1121/5757, Q-R=-1121/5757, P-Q=-933/5114, O-P=-713/4282, N-O=-606/4282,
M-N=-825/5114, L-M=-1015/5757, J-L=-1015/5757
WEBS F-O=-309/1842, G-O=-1567/340, G-N=-106/687, H-N=-1029/269, H-M=-25/348, I-M=-681/213,
E-O=-1567/340, E-P=-105/687, D-P=-1029/269, D-Q=-25/348, C-Q=-681/211
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
4) Unbalanced snow loads have been considered for this design.
5) 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.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
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) except (jt=lb) B=511,
J=511.
12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard