HomeMy WebLinkAboutTRUSS SPECS - 23-00219 - 53 S 3rd E - Addition/RemodelJob
0560-23-A
Truss
A1
Truss Type
Common
Qty
9
Ply
1
Todd Kelton Addition-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Wed May 10 14:28:05 2023 Page 1
ID:Td9aDtFDKmzxMg2wN4ZS30zHsbJ-Mhumru2tvhmz6yHfbRCPapLo96KnQTXUwUe3ifzHsWe
Scale = 1:32.6
T1 T1
B1
W2
W1W1
B1
1
2
3
4
5
6
78
9
10 11
12
4x6
3x4 5x8
2x4 2x4
3x4
8-3-0
8-3-0
16-6-0
8-3-0
-2-0-0
2-0-0
4-4-12
4-4-12
8-3-0
3-10-4
12-1-4
3-10-4
16-6-0
4-4-12
18-6-0
2-0-0
0-
4
-
3
4-
5
-
1
1
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [2:0-0-8,Edge], [6:0-0-8,Edge], [8:0-4-0,0-3-0]
LOADING (psf)
TCLL
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.33
0.33
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
0.02
0.01
(loc)
6-8
6-8
6
6-8
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 71 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 2=1015/0-5-8 (min. 0-1-8), 6=1015/0-5-8 (min. 0-1-8)
Max Horz2=67(LC 11)
Max Uplift2=-105(LC 12), 6=-105(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1284/175, 3-9=-1197/189, 3-10=-947/135, 4-10=-875/146, 4-11=-875/146,
5-11=-947/135, 5-12=-1197/189, 6-12=-1284/175
BOT CHORD 2-8=-85/1054, 6-8=-98/1054
WEBS 4-8=-8/416, 5-8=-342/113, 3-8=-342/113
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=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-3-0, Exterior(2R) 8-3-0 to 11-3-0,
Interior(1) 11-3-0 to 18-6-13 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
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 105 lb uplift at joint 2 and 105 lb uplift at joint
6.
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
0560-23-A
Truss
A1G
Truss Type
Common Supported Gable
Qty
1
Ply
1
Todd Kelton Addition-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Wed May 10 14:28:07 2023 Page 1
ID:Td9aDtFDKmzxMg2wN4ZS30zHsbJ-J40XGa37RI0hMGR2isFtfEQ8gv3dtP2nNo79mYzHsWc
Scale = 1:32.6
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B1
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
19 20
4x4
3x4
5x6
3x4
16-6-0
16-6-0
-2-0-0
2-0-0
8-3-0
8-3-0
16-6-0
8-3-0
18-6-0
2-0-0
0-
4
-
3
4-
5
-
1
1
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [15:0-3-0,0-3-0]
LOADING (psf)
TCLL
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.26
0.12
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.05
0.00
(loc)
11
11
10
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 75 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
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 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 16-6-0.
(lb) - Max Horz2=67(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10
Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=383(LC 1), 10=383(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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=24ft; eave=2ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-13 to 0-11-3, Exterior(2N) 0-11-3 to 8-3-0, Corner(3R) 8-3-0 to 11-3-0,
Exterior(2N) 11-3-0 to 18-6-13 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
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 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14, 13, 10.
10) 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
0560-23-A
Truss
A1SG
Truss Type
Common Structural Gable
Qty
1
Ply
1
Todd Kelton Addition-
Job Reference (optional)
Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Wed May 10 14:28:08 2023 Page 1
ID:Td9aDtFDKmzxMg2wN4ZS30zHsbJ-nGavUw4lCc8YzQ0EGZm6CRzJQJNzcqLxcStjI_zHsWb
Scale = 1:32.6
T1 T1
B1
W2
W1
W1
ST3
ST4ST2
ST1
ST3
ST4
ST2
ST1
B2
1
2
3
4
5
6
7109
24
25 26
27
11 8
4x6
3x4 3x4 3x8
3x6 3x6
3x4
1-8-8
1-8-8
8-3-0
6-6-8
14-9-8
6-6-8
16-6-0
1-8-8
-2-0-0
2-0-0
4-4-12
4-4-12
8-3-0
3-10-4
12-1-4
3-10-4
16-6-0
4-4-12
18-6-0
2-0-0
0-
4
-
3
4-
5
-
1
1
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [12:0-1-15,0-1-0], [20:0-1-15,0-1-0]
LOADING (psf)
TCLL
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.26
0.24
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.04
-0.06
0.03
0.01
(loc)
9
8-9
6
9
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 86 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 2-0-0 except (jt=length) 11=0-3-8, 8=0-3-8.
(lb) - Max Horz2=-67(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-161(LC 12), 6=-161(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 11, 8 except 2=899(LC 1), 6=899(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-1294/234, 3-24=-1199/248, 3-25=-937/181, 4-25=-866/192, 4-26=-866/193,
5-26=-937/181, 5-27=-1199/248, 6-27=-1294/233
BOT CHORD 2-11=-142/1069, 10-11=-142/1069, 9-10=-142/1069, 8-9=-156/1069, 6-8=-156/1069
WEBS 4-9=-57/403, 5-9=-367/134, 3-9=-367/135
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=24ft; eave=4ft; Cat. II;
Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 8-3-0, Exterior(2R) 8-3-0 to 11-3-0,
Interior(1) 11-3-0 to 18-6-13 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
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 2x4 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 161 lb uplift at joint 2 and 161 lb uplift at joint
6.
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