HomeMy WebLinkAbouttrussJob
J40569
Truss
A01
Truss Type
Common
Qty
2
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-j9ern8Xcc5GyLPO6cGKlCg29u5WByFopN31cn0yQsZR
Scale = 1:60.7
Dead Load Defl. = 3/16 in
T2 T2
B1
W4
W3 W2
W1
W3W2
W1
T1 T1
B2 B1
1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124#
1
2
3
4 5
6
7 8
9
10
11
16 15 14 13 12
3x4
4x4
3x4
3x4
3x4 3x8
3x4
3x4
1x4
3x4
3x4
1x4
3x4 3x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
17-0-0
17-0-0
34-0-0
17-0-0
0-4-17-5-18-2-130-4-15.0012
Plate Offsets (X,Y)-- [2:0-1-6,0-0-0], [10:0-1-6,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.56
0.87
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.31
-0.39
0.13
(loc)
14-16
12-14
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 170 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 10=1483/0-8-0 (min. 0-1-12)
Max Horz2=-388(LC 6)
Max Uplift2=-1124(LC 8), 10=-1124(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2895/1910, 3-4=-2628/1738, 4-5=-2513/1747, 5-6=-1839/1356, 6-7=-1839/1356, 7-8=-2513/1747, 8-9=-2628/1738,
9-10=-2895/1910
BOT CHORD 2-16=-1553/2731, 15-16=-1151/2157, 14-15=-1151/2157, 13-14=-1151/2136, 12-13=-1151/2136, 10-12=-1553/2635
WEBS 6-14=-702/1051, 7-14=-774/596, 7-12=-189/525, 9-12=-424/412, 5-14=-774/596, 5-16=-189/524, 3-16=-423/412
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at
joint 10.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
A02
Truss Type
Hip
Qty
2
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:47 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-BLCE_UYENOOozZzJAzr_luaJxVryhlwzbjn9KSyQsZQ
Scale = 1:62.7
Dead Load Defl. = 1/4 in
T2
T3
T2
B1
W3
W4 W5 W4
W3
B1B2
T1 T1W2W2
W1W1
1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124#
1
2
3
4
5
6 7
8
9
10
11
12
16 15 14 13
4x4
4x8 4x4
4x4
4x4 5x5 3x4
3x4
3x8
3x4
5x5 4x4
1x4 1x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
15-0-0
15-0-0
19-0-0
4-0-0
34-0-0
15-0-0
0-4-16-7-17-4-130-4-16-7-15.0012
Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-5-4,0-2-0], [9:0-2-0,Edge], [13:0-2-8,0-3-4], [16:0-2-8,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.61
0.96
0.60
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.30
-0.51
0.13
(loc)
15-16
16-19
11
l/defl
>999
>798
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 186 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 11=1483/0-8-0 (min. 0-1-12)
Max Horz2=-348(LC 6)
Max Uplift2=-1124(LC 8), 11=-1124(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2916/1947, 3-4=-2554/1682, 4-5=-2498/1691, 5-6=-2005/1459, 6-7=-1806/1413, 7-8=-2006/1459, 8-9=-2498/1691,
9-10=-2554/1682, 10-11=-2916/1947
BOT CHORD 2-16=-1592/2759, 15-16=-1230/2322, 14-15=-856/1805, 13-14=-1230/2294, 11-13=-1592/2663
WEBS 5-15=-747/500, 6-15=-288/551, 7-14=-288/495, 8-14=-745/499, 5-16=-51/427, 8-13=-51/426, 10-13=-467/395,
3-16=-465/394
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
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 1124 lb uplift at joint 2 and 1124 lb uplift at
joint 11.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
A03
Truss Type
Hip
Qty
2
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-fYmcBqZs8iWfbjYVkhNDH57QlvEoQAu6qNWisvyQsZP
Scale = 1:62.7
Dead Load Defl. = 1/4 in
T2
T3
T2
B1
W1 W2
W3
W4
W3
W2 W1
B1B2
T1T1
1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124#
1
2
3
4 5
6
7
8
14 13 12 11 10 921
5x5
4x8 5x6
5x5
3x4
4x4 1x4
3x4
3x8 1x4
4x4
3x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
13-0-0
13-0-0
21-0-0
8-0-0
34-0-0
13-0-0
0-4-15-9-16-6-130-4-15-9-15.0012
Plate Offsets (X,Y)-- [3:0-2-8,0-3-0], [4:0-5-4,0-2-4], [5:0-3-0,0-2-4], [6:0-2-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.86
0.73
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.30
-0.40
0.13
(loc)
11-12
11-12
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 168 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 7=1483/0-8-0 (min. 0-1-12)
Max Horz2=-307(LC 6)
Max Uplift2=-1124(LC 8), 7=-1124(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2918/1868, 3-4=-2265/1552, 4-5=-2035/1525, 5-6=-2266/1551, 6-7=-2918/1868
BOT CHORD 2-14=-1510/2792, 13-14=-1513/2788, 12-13=-1513/2788, 12-21=-1030/2098, 11-21=-1030/2098, 10-11=-1513/2631,
9-10=-1513/2631, 7-9=-1510/2636
WEBS 3-14=0/255, 3-12=-764/528, 4-12=-121/513, 4-11=-260/261, 5-11=-121/494, 6-11=-769/529, 6-9=0/255
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
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, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at
joint 7.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
A04
Truss Type
Hip
Qty
2
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-fYmcBqZs8iWfbjYVkhNDH57VsvGBQFF6qNWisvyQsZP
Scale = 1:61.7
Dead Load Defl. = 3/16 in
T1
T2
T1
B1
W1 W2
W3 W4 W3 W4 W3
W2 W1
B1B2
1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124#
1
2
3
4 5 6
7
8
9
16 15 14 13 12 11 10
23 24
4x8 4x8
3x4
4x4
3x4
1x4
3x4
3x8
1x4
3x4
3x4
1x4
4x4
3x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
11-0-0
11-0-0
23-0-0
12-0-0
34-0-0
11-0-0
0-4-14-11-15-8-130-4-14-11-15.0012
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.53
0.64
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.34
-0.39
0.13
(loc)
13
13-14
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 174 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 8=1483/0-8-0 (min. 0-1-12)
Max Horz2=-266(LC 6)
Max Uplift2=-1124(LC 8), 8=-1124(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2949/1882, 3-4=-2430/1652, 4-23=-2522/1819, 5-23=-2522/1819, 5-24=-2522/1819, 6-24=-2522/1819,
6-7=-2430/1652, 7-8=-2949/1882
BOT CHORD 2-16=-1533/2709, 15-16=-1533/2709, 14-15=-1533/2709, 13-14=-1164/2196, 12-13=-1164/2196, 11-12=-1533/2670,
10-11=-1533/2670, 8-10=-1533/2670
WEBS 3-14=-627/410, 4-14=-116/402, 4-13=-278/534, 5-13=-396/419, 6-13=-278/534, 6-12=-116/402, 7-12=-629/410
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
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 1124 lb uplift at joint 2 and 1124 lb uplift at
joint 8.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
A05
Truss Type
Hip
Qty
2
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-7kK_PAaUv0eWCt7hIOuSqJgbcIXW9czF31GGOLyQsZO
Scale = 1:61.7
Dead Load Defl. = 1/4 in
T1
T2
T1
B1
W1
W2 W3 W2 W3 W2
W1
B1B2
T2
1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124#
1
2
3
4 5 6
7
8
9
14 13 12 11 10
21 22
4x8 4x8
4x4 4x4
3x4
1x4
3x8
5x6
3x4
1x4
4x4
4x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
9-0-0
9-0-0
25-0-0
16-0-0
34-0-0
9-0-0
0-4-14-1-14-10-130-4-14-1-15.0012
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [5:0-3-0,0-3-4], [6:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.85
0.89
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.43
-0.50
0.14
(loc)
12
12-14
8
l/defl
>941
>823
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 164 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 8=1483/0-8-0 (min. 0-1-12)
Max Horz2=-226(LC 6)
Max Uplift2=-1124(LC 8), 8=-1124(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2939/1943, 3-4=-2644/1740, 4-21=-3130/2198, 5-21=-3130/2198, 5-22=-3130/2198, 6-22=-3130/2198,
6-7=-2644/1740, 7-8=-2939/1943
BOT CHORD 2-14=-1593/2687, 13-14=-1307/2412, 12-13=-1307/2412, 11-12=-1307/2412, 10-11=-1307/2412, 8-10=-1593/2682
WEBS 3-14=-387/313, 4-14=-17/417, 4-12=-574/906, 5-12=-538/580, 6-12=-574/906, 6-10=-17/417, 7-10=-388/313
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
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 1124 lb uplift at joint 2 and 1124 lb uplift at
joint 8.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
A06G
Truss Type
Hip Girder
Qty
1
Ply
2
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-47SkqrbkRduESAG4Ppwwvklyf6FwdbZYWLlNTEyQsZM
Scale = 1:61.7
Dead Load Defl. = 3/8 in
T1
T2
T1
B1
W1
W2 W3 W2 W3 W2 W3 W2 W3 W2
W1
B1B2
T2
2783#/-1920#2798#/-1959#2783#/-1920#2798#/-1959#
1
2
3
4 5 6 7 8
9
10
11
16 15 14 13 12
23 24 25 26 27 28 29 30
31 32 33 34 35 36 37 38
4x8 4x8
4x4 3x4
1x4
5x5
3x4
3x8
5x5 3x4
5x5 3x4
1x4
4x4
-2-0-0
2-0-0
34-0-0
34-0-0
36-0-0
2-0-0
7-0-0
7-0-0
27-0-0
20-0-0
34-0-0
7-0-0
0-4-13-3-14-0-130-4-13-3-15.0012
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-2-8,0-3-0], [8:0-5-4,0-2-0], [13:0-2-4,0-3-0], [15:0-2-4,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.75
0.77
0.50
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.62
-0.69
0.16
(loc)
14
14
10
l/defl
>654
>588
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 344 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2 *Except*
B2: 2x4 SP No.1
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-2-1 oc bracing.
REACTIONS.(lb/size)2=2748/0-8-0 (min. 0-1-10), 10=2779/0-8-0 (min. 0-1-10)
Max Horz2=-185(LC 23)
Max Uplift2=-1920(LC 8), 10=-1959(LC 8)
Max Grav2=2783(LC 29), 10=2798(LC 30)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6237/3932, 3-4=-6069/3853, 4-23=-7772/5110, 23-24=-7772/5110, 5-24=-7772/5110,
5-25=-8494/5582, 25-26=-8494/5582, 6-26=-8494/5582, 6-27=-8494/5582, 27-28=-8494/5582,
7-28=-8494/5582, 7-29=-7808/5156, 29-30=-7808/5156, 8-30=-7808/5156, 8-9=-6109/3952,
9-10=-6277/4030
BOT CHORD 2-16=-3428/5823, 16-31=-3311/5716, 31-32=-3311/5716, 15-32=-3311/5716,
15-33=-4823/7825, 33-34=-4823/7825, 14-34=-4823/7825, 14-35=-4868/7833,
35-36=-4868/7833, 13-36=-4868/7833, 13-37=-3403/5641, 37-38=-3403/5641,
12-38=-3403/5641, 10-12=-3517/5722
WEBS 3-16=-358/360, 4-16=-71/637, 4-15=-1728/2607, 5-15=-1081/993, 5-14=-522/855,
6-14=-574/647, 7-14=-469/803, 7-13=-1054/965, 8-13=-1675/2554, 8-12=-70/637,
9-12=-365/363
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) Plates checked for a plus or minus 0 degree rotation about its center.
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 1920 lb uplift at joint 2 and 1959 lb uplift at
joint 10.
Continued on page 2
Job
J40569
Truss
A06G
Truss Type
Hip Girder
Qty
1
Ply
2
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:51 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-47SkqrbkRduESAG4Ppwwvklyf6FwdbZYWLlNTEyQsZM
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 238 lb up at 7-0-0, 195 lb down and 228 lb up at 9-0-12,
195 lb down and 228 lb up at 11-0-12, 195 lb down and 228 lb up at 13-0-12, 195 lb down and 228 lb up at 15-0-12, 195 lb down and 228 lb up at 17-0-0, 195 lb down and
228 lb up at 18-11-4, 195 lb down and 228 lb up at 20-11-4, 195 lb down and 228 lb up at 22-11-4, and 195 lb down and 228 lb up at 24-11-4, and 290 lb down and 437 lb
up at 27-0-0 on top chord, and 402 lb down and 143 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down
at 17-0-0, 82 lb down at 18-11-4, 82 lb down at 20-11-4, 82 lb down at 22-11-4, and 82 lb down at 24-11-4, and 402 lb down and 143 lb up at 26-11-4 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-8=-60, 8-11=-60, 17-20=-20
Concentrated Loads (lb)
Vert: 4=-121(B) 8=-172(B) 16=-327(B) 14=-59(B) 6=-121(B) 12=-327(B) 23=-121(B) 24=-121(B) 25=-121(B) 26=-121(B) 27=-121(B) 28=-121(B) 29=-121(B) 30=-121(B)
31=-59(B) 32=-59(B) 33=-59(B) 34=-59(B) 35=-59(B) 36=-59(B) 37=-59(B) 38=-59(B)
Job
J40569
Truss
A07G
Truss Type
Hip Girder
Qty
1
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI4bWb4Mydil_Uw?gyQsZL
Scale = 1:61.7
Dead Load Defl. = 1/8 in
T1
T2
T1
B1
W1
W2 W2
W1
W5 W6 W6W3W2W4W2W3
B1
T2
B2
1317#/-945#3709#/-2748#578#/-834#1317#/-945#578#/-834#
1
2
3
4 5 6 7 8 9 10
11
12
13
20 19 18 17 16 15 14
27 28 29 30 31 32 33 34
35 36 37 38 39 40 41 42 43
4x8 3x4 4x4
3x4 3x4 3x4
1x4
3x8
1x4
5x5
4x6 4x4
3x4
3x4
3x12
1x4
3x4 3x4
-2-0-0
2-0-0
20-4-0
20-4-0
34-0-0
13-8-0
36-0-0
2-0-0
7-0-0
7-0-0
27-0-0
20-0-0
34-0-0
7-0-0
0-4-13-3-14-0-130-4-13-3-15.0012
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [12:0-0-2,Edge], [16:0-2-4,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.93
0.71
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.19
0.04
(loc)
19-20
19-20
16
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 176 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W5: 2x6 SP No.3, W3: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-9-7 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=1257/0-8-0 (min. 0-1-9), 16=3709/0-8-0 (min. 0-4-6), 12=561/0-8-0 (min. 0-1-8)
Max Horz2=-185(LC 23)
Max Uplift2=-945(LC 8), 16=-2748(LC 8), 12=-834(LC 8)
Max Grav2=1317(LC 29), 16=3709(LC 1), 12=578(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2564/1489, 3-4=-2319/1358, 4-27=-1873/1218, 27-28=-1873/1218, 5-28=-1873/1218,
5-29=-527/339, 29-30=-527/339, 6-30=-527/339, 6-7=-527/339, 7-31=-527/339,
8-31=-527/339, 8-32=-1253/1988, 32-33=-1253/1988, 9-33=-1253/1988, 9-34=-401/644,
10-34=-401/644, 10-11=-488/701, 11-12=-737/898
BOT CHORD 2-20=-1187/2455, 20-35=-1003/2247, 35-36=-1003/2247, 19-36=-1003/2247,
18-19=-907/1955, 18-37=-907/1955, 37-38=-907/1955, 17-38=-907/1955, 17-39=-1988/1564,
39-40=-1988/1564, 16-40=-1988/1564, 16-41=-628/368, 15-41=-628/368, 15-42=-628/368,
42-43=-628/368, 14-43=-628/368, 12-14=-721/652
WEBS 3-20=-353/307, 4-20=-103/659, 10-14=-281/205, 11-14=-270/409, 8-16=-2138/1617,
9-16=-1877/1607, 9-14=-948/1292, 4-19=-347/122, 5-19=0/499, 5-17=-1660/1070,
6-17=-517/589, 8-17=-1906/2964
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
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 945 lb uplift at joint 2, 2748 lb uplift at joint
16 and 834 lb uplift at joint 12.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 238 lb up at 7-0-0,
195 lb down and 228 lb up at 9-0-12, 195 lb down and 228 lb up at 11-0-12, 195 lb down and 228 lb up at 13-0-12, 195 lb down and
228 lb up at 15-0-12, 195 lb down and 228 lb up at 17-0-0, 195 lb down and 228 lb up at 18-11-4, 195 lb down and 228 lb up at
20-11-4, 195 lb down and 228 lb up at 22-11-4, and 195 lb down and 228 lb up at 24-11-4, and 290 lb down and 437 lb up at 27-0-0 on
top chord, and 402 lb down and 143 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at
15-0-12, 82 lb down at 17-0-0, 82 lb down at 18-11-4, 105 lb down at 20-11-4, 115 lb down at 22-11-4, and 115 lb down at 24-11-4,
and 527 lb down and 68 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Job
J40569
Truss
A07G
Truss Type
Hip Girder
Qty
1
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI4bWb4Mydil_Uw?gyQsZL
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-10=-60, 10-13=-60, 21-24=-20
Concentrated Loads (lb)
Vert: 4=-121(F) 7=-121(F) 10=-172(F) 20=-327(F) 14=-327(F) 27=-121(F) 28=-121(F) 29=-121(F) 30=-121(F) 31=-121(F) 32=-121(F) 33=-121(F) 34=-121(F) 35=-59(F)
36=-59(F) 37=-59(F) 38=-59(F) 39=-59(F) 40=-59(F) 41=-59(F) 42=-59(F) 43=-59(F)
Job
J40569
Truss
ZCJ1
Truss Type
Jack-Open
Qty
8
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI7uWlIM9Zil_Uw?gyQsZL
Scale = 1:7.4
T1
B1
91#/-35#
297#/-512#
157#/-65#
297#/-512#
1
2
3
4
3x4
-2-0-0
2-0-0
0-11-4
0-11-4
0-11-4
0-11-4
0-4-10-8-121-6-80-8-125.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.72
0.12
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
5
5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 6 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.3
BOT CHORD2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 0-11-4 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)3=-35/Mechanical, 2=297/0-8-0 (min. 0-1-8), 4=-65/Mechanical
Max Horz2=125(LC 8)
Max Uplift3=-35(LC 1), 2=-512(LC 8), 4=-65(LC 1)
Max Grav3=91(LC 8), 2=297(LC 1), 4=157(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 512 lb uplift at joint 2
and 65 lb uplift at joint 4.
LOAD CASE(S) Standard
Job
J40569
Truss
ZCJ3
Truss Type
Jack-Open
Qty
8
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:53 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-0VZVFXd?zE8yhUQTXEyO_9qIew4_5cpr_eETX6yQsZK
Scale = 1:11.3
T1
B1
62#/-46#
282#/-362#
45#/0#
282#/-362#
1
2
3
4
3x4
-2-0-0
2-0-0
2-11-4
2-11-4
2-11-4
2-11-4
0-4-11-6-122-4-81-6-125.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.72
0.15
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.00
(loc)
4-7
4-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.3
BOT CHORD2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-11-4 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)3=53/Mechanical, 2=282/0-8-0 (min. 0-1-8), 4=18/Mechanical
Max Horz2=184(LC 8)
Max Uplift3=-46(LC 5), 2=-362(LC 8)
Max Grav3=62(LC 13), 2=282(LC 1), 4=45(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 362 lb uplift at joint
2.
LOAD CASE(S) Standard
Job
J40569
Truss
ZCJ5
Truss Type
Jack-Open
Qty
8
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:54 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-Ui7tStedjYGpJe?f4xUdXMNUnJNwq33?CIz14ZyQsZJ
Scale = 1:15.0
T1
B1
130#/-127#
344#/-366#
84#/0#
344#/-366#
1
2
3
4
2x4
-2-0-0
2-0-0
4-11-4
4-11-4
4-11-4
4-11-4
0-4-12-4-123-2-82-4-125.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.70
0.36
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.03
-0.05
-0.00
(loc)
4-7
4-7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.3
BOT CHORD2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=117/Mechanical, 2=344/0-8-0 (min. 0-1-8), 4=52/Mechanical
Max Horz2=245(LC 8)
Max Uplift3=-127(LC 8), 2=-366(LC 8)
Max Grav3=130(LC 13), 2=344(LC 1), 4=84(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 3 and 366 lb uplift at joint
2.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
ZEJ7
Truss Type
Jack-Open
Qty
22
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:54 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-Ui7tStedjYGpJe?f4xUdXMNQrJGsq33?CIz14ZyQsZJ
Scale = 1:18.8
Dead Load Defl. = 1/8 in
T1
B1
199#/-206#
419#/-392#
122#/0#
419#/-392#
1
2
3
4
3x4
-2-0-0
2-0-0
7-0-0
7-0-0
7-0-0
7-0-0
0-4-13-3-14-0-133-3-15.0012
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.95
0.81
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.13
-0.21
-0.00
(loc)
4-7
4-7
3
l/defl
>650
>388
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.3
BOT CHORD2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)3=181/Mechanical, 2=419/0-8-0 (min. 0-1-8), 4=79/Mechanical
Max Horz2=309(LC 8)
Max Uplift3=-206(LC 8), 2=-392(LC 8)
Max Grav3=199(LC 13), 2=419(LC 1), 4=122(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 3 and 392 lb uplift at joint
2.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
J40569
Truss
ZHJ7
Truss Type
Diagonal Hip Girder
Qty
4
Ply
1
King
Job Reference (optional)
Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:55 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-yuhFfDeFUsOgwoaref?s4awbzjg4ZRj8Ryjac?yQsZI
Scale: 1/2"=1'
T1
B1
W1 W2
136#/-159#
660#/-635#
371#/-132#
660#/-635#
1
2
3
7 6
11
12
4
13 14 15
53x4
3x4
1x4 2x4
-2-9-15
2-9-15
9-10-1
9-10-1
9-10-1
9-10-1
0-4-13-2-134-0-73-2-133.5412
Plate Offsets (X,Y)-- [2:0-1-8,0-0-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2017/TPI2014
CSI.
TC
BC
WB
Matrix-MS
0.92
0.50
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.09
-0.10
0.01
(loc)
7-10
7-10
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 43 lb FT = 0%
GRIP
244/190
LUMBER-
TOP CHORD2x4 SP No.2
BOT CHORD2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)4=136/Mechanical, 2=552/0-10-15 (min. 0-1-8), 5=297/Mechanical
Max Horz2=307(LC 8)
Max Uplift4=-159(LC 8), 2=-635(LC 8), 5=-132(LC 8)
Max Grav4=136(LC 1), 2=660(LC 28), 5=371(LC 28)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-1009/341, 3-11=-937/343
BOT CHORD 2-13=-441/933, 13-14=-441/933, 7-14=-441/933, 7-15=-441/933, 6-15=-441/933
WEBS 3-7=0/289, 3-6=-993/469
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 635 lb uplift at joint 2
and 132 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 62 lb up at 4-2-15,
136 lb down and 62 lb up at 4-2-15, and 179 lb down and 154 lb up at 7-0-14, and 179 lb down and 154 lb up at 7-0-14 on top chord,
and 83 lb down and 63 lb up at 1-4-15, 83 lb down and 63 lb up at 1-4-15, 38 lb down and 3 lb up at 4-2-15, 38 lb down and 3 lb up at
4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-65(F=-33, B=-33) 13=75(F=38, B=38) 14=5(F=3, B=3) 15=-47(F=-23, B=-23)