HomeMy WebLinkAboutTRUSS SPECS - 23-00358 - Corcoran 6 Unit - ApartmentsJob
232305
Truss
A1
Truss Type
Common
Qty
11
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:22 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-bExXw92X8nw2vewK_qrgf4HoyuMdCvYRlV?pyGymXm7
Scale = 1:47.2
T1 T1
B1
W2
W1
W2
W1
B21
2
3
4
5
6
7
10 9 8
11
12
13 14
15
16
4x6
4x5 3x6 3x4
1.5x4
3x4
1.5x4
4x5
9-3-2
9-3-2
18-2-14
8-11-11
27-6-0
9-3-2
-1-4-0
1-4-0
7-0-3
7-0-3
13-9-0
6-8-13
20-5-13
6-8-13
27-6-0
7-0-3
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
1.00
0.85
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.36
0.10
0.08
(loc)
10
6-8
6
8-10
l/defl
>999
>910
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 107 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.2
WEBS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 8-9-2 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=1537/0-5-8 (min. 0-1-11), 6=1537/0-5-8 (min. 0-1-11)
Max Horz2=51(LC 12)
Max Uplift2=-124(LC 8), 6=-124(LC 9)
Max Grav2=1568(LC 19), 6=1568(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-3316/608, 11-12=-3239/615, 3-12=-3135/625, 3-13=-2803/543, 4-13=-2673/551,
4-14=-2673/551, 5-14=-2803/543, 5-15=-3135/625, 15-16=-3239/615, 6-16=-3316/608
BOT CHORD 2-10=-504/3032, 9-10=-295/1988, 8-9=-295/1988, 6-8=-504/3032
WEBS 4-8=-77/1010, 5-8=-748/228, 4-10=-77/1010, 3-10=-748/228
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-0, Exterior(2R) 10-9-0 to 16-9-0, Interior(1) 16-9-0 to 25-10-0,
Exterior(2E) 25-10-0 to 28-10-0 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
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 1.00 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) 2=124,
6=124.
8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
232305
Truss
A1E
Truss Type
Common Supported Gable
Qty
1
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:24 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-Xd3HLr3ogOAm8y3i5Ft8kVNL0hDAguKjDpUw09ymXm5
Scale = 1:47.2
T1 T1
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
B212
3
4
5
6
7
8
9
10 11 12
13
14
15
16
17
18
19
20 21
37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
38
39 40
41
3x6
3x4
5x6
3x4
27-6-0
27-6-0
-1-4-0
1-4-0
13-9-0
13-9-0
27-6-0
13-9-0
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [11:0-3-0,Edge], [28:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.07
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
20
21
20
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 140 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud
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 27-6-0.
(lb) - Max Horz2=51(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20
Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 29, 28, 27, 26, 25, 24, 23 except
2=298(LC 1), 37=348(LC 1), 22=349(LC 1), 20=297(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-37=-266/99, 19-22=-266/99
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 10-9-0, Corner(3R) 10-9-0 to 16-9-0, Exterior(2N) 16-9-0 to 25-10-0,
Corner(3E) 25-10-0 to 28-10-0 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
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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 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) 2, 31, 32, 33, 34, 35,
36, 37, 28, 27, 26, 25, 24, 23, 22, 20.
12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
232305
Truss
A2
Truss Type
Common
Qty
22
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:27 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-yCkQzs6gzJYL?QoHnNQrM8?ijv8Nt5uAvniadUymXm2
Scale = 1:47.2
T1 T1
B1
W3
W4
W5W2W1
B3B212
3
4
5
6
7
12 11 10 9 8
13
14
15 16
17
18
19
4x6
3x4
3x6 3x8
3x4
1.5x4
3x6
4x6 3x6
3x4
4-3-0
4-3-0
13-9-0
9-6-0
23-1-4
9-4-4
27-6-0
4-4-12
-1-4-0
1-4-0
7-0-3
7-0-3
13-9-0
6-8-13
20-5-13
6-8-13
27-6-0
7-0-3
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-11], [6:0-0-0,0-0-11]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.81
0.55
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.14
-0.29
0.05
0.05
(loc)
8-10
8-10
6
8-10
l/defl
>999
>940
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 115 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud *Except*
W2: 2x4 DF No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 2-12.
WEBS 1 Row at midpt 5-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) 6=1269/0-5-8 (min. 0-1-8), 12=1810/0-3-8 (min. 0-2-0)
Max Horz12=51(LC 12)
Max Uplift6=-118(LC 9), 12=-227(LC 8)
Max Grav6=1381(LC 20), 12=1846(LC 19)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-942/954, 13-14=-934/1077, 3-14=-925/1101, 3-15=-1458/166, 4-15=-1389/183,
4-16=-1421/183, 5-16=-1566/175, 5-17=-2760/272, 17-18=-2859/261, 6-18=-2945/254
BOT CHORD 2-19=-935/942, 12-19=-935/942, 11-12=-47/801, 10-11=-47/801, 9-10=-266/2496,
8-9=-266/2496, 6-8=-175/2677
WEBS 4-10=0/404, 5-10=-1227/288, 5-8=0/463, 3-10=-234/696, 3-12=-2368/997
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-0, Exterior(2R) 10-9-0 to 16-9-0, Interior(1) 16-9-0 to 25-10-0,
Exterior(2E) 25-10-0 to 28-10-0 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
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 1.00 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) 6=118,
12=227.
8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
232305
Truss
A2E
Truss Type
Common Supported Gable
Qty
2
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:29 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-uasAOY7wUxo3EjyguoTJRZ4CoixNL8KSM5BhhNymXm0
Scale = 1:47.2
T1 T1
B1
ST6ST5ST4ST3ST2
ST1
ST6 ST5 ST4 ST3 ST2
ST1
B212
3
4
5
6
7
8 9 10
11
12
13
14
15
16 17
30 29 28 27 26 25 24 23 22 21 20 19 18
31 32
3x6
3x4
3x6
3x4
27-6-0
27-6-0
-1-4-0
1-4-0
13-9-0
13-9-0
27-6-0
13-9-0
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [9:0-3-0,Edge]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.13
0.07
0.08
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
17
17
16
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 123 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud
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 27-6-0.
(lb) - Max Horz2=51(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 22, 21, 20, 19, 18, 16
Max Grav All reactions 250 lb or less at joint(s) 25, 29, 24, 19 except 2=274(LC 1), 26=296(LC 19), 27=283(LC 19),
28=285(LC 19), 30=271(LC 1), 22=296(LC 20), 21=283(LC 20), 20=285(LC 20), 18=271(LC 1), 16=274(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-26=-255/108, 11-22=-255/108
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 10-9-0, Corner(3R) 10-9-0 to 16-6-4, Exterior(2N) 16-6-4 to 25-10-0,
Corner(3E) 25-10-0 to 28-10-0 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
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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
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) 2, 26, 27, 28, 29, 30,
22, 21, 20, 19, 18, 16.
12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
232305
Truss
A3E
Truss Type
GABLE
Qty
2
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:30 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-MnQYcu8YFEwwstXsSW_Y_mdGb6A24YrcblxEEpymXm?
Scale = 1:47.2
T1 T1
B1
ST6ST5
ST4
ST3ST2ST1
ST5
ST4
ST3 ST2 ST1
B212
3
4
5
6
7
8
9
10
11
12
13
14 15
27
26 25 24 23 22 21
20 19 18 17 16
28 29
30
4x5
3x4
4x6
3x4
4-3-0
4-3-0
27-6-0
23-3-0
-1-4-0
1-4-0
13-9-0
13-9-0
27-6-0
13-9-0
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [20:0-3-0,0-1-4]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.64
0.49
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.03
(loc)
14
15
14
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 121 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 7-11-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 23-3-0.
(lb) - Max Horz26=51(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 21, 19, 18, 17, 16 except 22=-114(LC 8), 25=-158(LC 1),
26=-159(LC 8), 14=-211(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 25, 17, 14 except 22=780(LC 1), 23=302(LC 19), 24=364(LC 19),
26=836(LC 19), 21=314(LC 20), 19=273(LC 20), 18=306(LC 20), 16=405(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-582/1015, 3-4=-561/1031, 4-5=-478/958, 5-6=-485/1008, 6-28=-451/941,
7-28=-446/1000, 7-8=-405/983, 8-9=-405/977, 9-29=-448/991, 10-29=-453/954,
10-11=-479/987, 11-12=-506/991, 12-13=-529/978, 13-14=-585/1035
BOT CHORD 2-30=-913/581, 27-30=-913/581, 26-27=-913/581, 25-26=-913/581, 24-25=-913/581,
23-24=-913/581, 22-23=-913/581, 21-22=-913/581, 20-21=-913/581, 19-20=-913/581,
18-19=-913/581, 17-18=-913/581, 16-17=-913/581, 14-16=-913/581
WEBS 8-22=-736/347, 7-23=-276/128, 6-24=-271/92, 4-26=-473/245, 9-21=-275/133,
11-18=-261/70, 13-16=-323/131
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 10-9-0, Corner(3R) 10-9-0 to 16-9-0, Exterior(2N) 16-9-0 to 25-10-0,
Corner(3E) 25-10-0 to 28-10-0 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
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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
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) 23, 24, 21, 19, 18, 17
, 16 except (jt=lb) 22=114, 25=158, 26=159, 14=211.
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2
Job
232305
Truss
A3E
Truss Type
GABLE
Qty
2
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:31 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-qz_wpE9B0Y2nU1620DVnW_9RLWWHp_4lqPgomFymXm_
LOAD CASE(S) Standard
Job
232305
Truss
A4E
Truss Type
GABLE
Qty
1
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:33 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-mM5hEwARY9JUjLFR7eXFbPFonJDhHwa2Hj9up8ymXly
Scale = 1:47.2
T1 T1
B1
ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST6 ST5 ST4 ST3 ST2
B2
ST1
1 2
3
4
5
6
7
8
9
10 11 12
13
14
15
16
17
18
19
20 21
37
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
38
39 40
41
42
3x6
3x4
5x6
3x4
4-3-0
4-3-0
27-6-0
23-3-0
-1-4-0
1-4-0
13-9-0
13-9-0
27-6-0
13-9-0
28-10-0
1-4-0
0-
6
-
1
5-
1
-
1
0-
6
-
1
4.00 12
Plate Offsets (X,Y)-- [11:0-3-0,Edge], [28:0-3-0,0-3-0]
LOADING (psf)
TCLL
(Roof Snow=35.0)
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IBC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.43
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
-0.03
(loc)
20
21
20
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 140 lb FT = 15%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF No.2
BOT CHORD 2x4 DF No.2
OTHERS 2x4 DF Stud
BRACING-
TOP CHORD Structural wood sheathing directly applied or 8-7-7 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 23-3-0.
(lb) - Max Horz36=51(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 34, 29, 28, 27, 26, 25, 24, 23, 22 except
35=-360(LC 1), 36=-187(LC 8), 20=-167(LC 19)
Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 35, 28, 27, 26, 25, 24, 23, 20 except 30=513(LC 19),
34=307(LC 19), 36=840(LC 1), 29=488(LC 1), 22=392(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-507/900, 3-4=-486/886, 4-38=-402/761, 5-38=-400/798, 5-6=-429/869, 6-7=-403/856,
7-8=-387/858, 8-39=-366/824, 9-39=-364/856, 9-10=-345/877, 10-11=-276/754,
11-12=-275/748, 12-13=-347/872, 13-40=-364/843, 14-40=-366/821, 14-15=-389/851,
15-16=-405/850, 16-17=-423/850, 17-41=-439/854, 18-41=-442/833, 18-19=-452/829,
19-20=-506/903
BOT CHORD 2-42=-789/505, 37-42=-789/505, 36-37=-789/505, 35-36=-789/505, 34-35=-789/505,
33-34=-789/505, 32-33=-789/505, 31-32=-789/505, 30-31=-789/505, 29-30=-789/505,
28-29=-789/505, 27-28=-790/506, 26-27=-790/506, 25-26=-790/506, 24-25=-790/506,
23-24=-790/506, 22-23=-790/506, 20-22=-790/506
WEBS 10-30=-483/208, 4-36=-406/255, 12-29=-457/215, 19-22=-309/123
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 10-9-0, Corner(3R) 10-9-0 to 16-9-0, Exterior(2N) 16-9-0 to 25-10-0,
Corner(3E) 25-10-0 to 28-10-0 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
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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
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 1.00 times flat roof load of 35.0 psf on overhangs
non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 1-4-0 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) 30, 31, 32, 33, 34, 29
, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 35=360, 36=187, 20=167.Continued on page 2
Job
232305
Truss
A4E
Truss Type
GABLE
Qty
1
Ply
1
Corcoran Apartments
Job Reference (optional)
8.630 s Apr 20 2023 MiTek Industries, Inc. Fri Aug 18 17:04:33 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:lGYcxQBaeSgZ3ivYMlikXMzMpNI-mM5hEwARY9JUjLFR7eXFbPFonJDhHwa2Hj9up8ymXly
NOTES-
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard