HomeMy WebLinkAboutTRUSS SPECS - 21-00849 - 1370 Stone Dr - Remodel & Deck AdditionJob
21-104058T
Truss
A01
Truss Type
Common
Qty
9
Ply
1
Job Reference (optional)
Run: 8.420 s Dec 1 2020 Print: 8.420 s Dec 1 2020 MiTek Industries, Inc. Mon Oct 25 13:41:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:EwOe?k3F0z3LPlBKgXKh09yieSX-FU1rqko5zGmx6Hel6ovoGgIdDoDeGNFNFh?qw?yPrGc
Scale = 1:40.9
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
I H
J
K L
M
4x6
3x6 5x6
1.5x4
3x4
1.5x4
3x6
7-8-0
7-8-0
15-4-0
7-8-0
23-0-0
7-8-0
-1-6-0
1-6-0
5-9-0
5-9-0
11-6-0
5-9-0
17-3-0
5-9-0
23-0-0
5-9-0
24-6-0
1-6-0
0-
3
-
1
5
4-
1
-
1
5
4-
7
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-3-14,0-1-8], [F:0-3-14,0-1-8], [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.39
0.43
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.26
0.07
0.08
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 90 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 3-11-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1254/0-5-2 (min. 0-1-8), F=1254/0-5-2 (min. 0-1-8)
Max HorzB=-51(LC 10)
Max UpliftB=-243(LC 12), F=-243(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-2639/637, C-J=-2570/650, C-K=-2251/553, D-K=-2168/561, D-L=-2168/561, E-L=-2251/553, E-M=-2570/650,
F-M=-2639/637
BOT CHORD B-I=-546/2424, H-I=-307/1606, F-H=-555/2424
WEBS D-H=-123/669, E-H=-534/221, D-I=-123/669, C-I=-534/221
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 11-6-0, Exterior(2R) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-6-9 zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=243,
F=243.
6) 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
21-104058T
Truss
A02
Truss Type
Common Structural Gable
Qty
1
Ply
1
Job Reference (optional)
Run: 8.420 s Dec 1 2020 Print: 8.420 s Dec 1 2020 MiTek Industries, Inc. Mon Oct 25 13:41:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:EwOe?k3F0z3LPlBKgXKh09yieSX-kgaD24pjkZuojRDxfWQ1ourozCZt?qVXULkNSRyPrGb
Scale = 1:40.9
T1 T1
B1
W1
W2
W1
W2
ST6
ST4
ST5
ST3
ST2
ST1
ST4
ST5
ST3
ST2
ST1
B2A
B
C
D
E
F
G
I H
Y
Z AA
AB
4x6
2x4
3x6
5x6
3x6
3x4
3x6
3x6
7-8-0
7-8-0
15-4-0
7-8-0
23-0-0
7-8-0
-1-6-0
1-6-0
5-9-0
5-9-0
11-6-0
5-9-0
17-3-0
5-9-0
23-0-0
5-9-0
24-6-0
1-6-0
0-
3
-
1
5
4-
1
-
1
5
4-
7
-
1
1
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-3-14,0-1-8], [D:0-2-0,0-0-4], [F:0-3-14,0-1-8], [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.39
0.43
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.26
0.07
0.08
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 114 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 3-11-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1254/0-5-2 (min. 0-1-8), F=1254/0-5-2 (min. 0-1-8)
Max HorzB=-51(LC 10)
Max UpliftB=-243(LC 12), F=-243(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-Y=-2639/637, C-Y=-2570/650, C-Z=-2251/553, D-Z=-2168/561, D-AA=-2168/561, E-AA=-2251/553, E-AB=-2570/650,
F-AB=-2639/637
BOT CHORD B-I=-546/2424, H-I=-307/1606, F-H=-555/2424
WEBS D-H=-123/669, E-H=-534/221, D-I=-123/669, C-I=-534/221
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and
C-C Exterior(2E) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 11-6-0, Exterior(2R) 11-6-0 to 14-6-0, Interior(1) 14-6-0 to 24-6-9 zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
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=243,
F=243.
9) 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