HomeMy WebLinkAboutTrussJab
Truss
Truss Type
City
Ply
1679
Al
Roof Special
5
1
Job Reference (optional)
.JOulnem I runs 00., ran HUM, FL 34951 Hun: 8.31 U s Jul 27 2019 Pnnt: 8.310 s JUI 27 2019 MiTek Industnes, Inc. Fn Jun 26 12:19:45 2020 Pagel
ID:Ol i3V4BoS3hy_zE1MyL98Sz2jL2-CyOsMxZ_nEnQs7 WDOSFspaHCOz2ocF6aCnsBR9z2QIS
1-40 -0 :197-0 -77-006 96-8761 A 4-0 2
5.4 = ixa 11 +n4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TIC0.85
Vert(LL)
0.24
6-10
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.92
Vert(CT)
-0.46
6-10
>660
180
BCLL
0.0 '
Rep Stress Inor
YES
WB 0.76
Horz(CT)
0.27
7
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x6 SP M 26
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
7 =
1161/0-8-0 (min. 0-1-8)
2 =
1280/0-8-0 (mina. 0-1-8)
Max Horz
2 =
143(LC 10)
Max Uplift
7 =
-392(LC 11)
2 =
-462(LC 10)
Max Grav
7 =
1161(LC 1)
2 =
1280(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=2266/1049, 3-4=-1903/977,
4-5=-2556/1316, 5-6=2842/1411.
6-7=-576/299
'SOT CHORD
2-14=-841/1987, 10-11=-536/1521,
BOTCHORD
2-14=-841/1987, 10-11=-536/1521, LOAD CASE(S)
6-10=-1260/2734 Standard
WEBS
11-14=-856/2000, 3-11=432/295,
4-10=-532/1033, 5-10=-833/602,
4-11=-233/601
NOES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf,
BCDL=5.Opsf; h=18ft; Cal. Il; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Intenor(1) zone; cantilever 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) a This truss has been designed for a live load
of 20.Opsf 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) Bearing at joint(s) 7 considers parallel to grain
value using ANSIfFPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Gt=lb) 7=392, 2=462.
Dead Lead Dell • 114In
q.3
PLATES GRIP
MT20 244/190
Weight: 132 Ib FT = 4%
Job
Truss
Truss Type
Oty
Ply
1679
A2
Roof Special
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries,
U5-
Fri Jun 26 12:19:49 2020
Dead Load Dad. -W16m
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deFl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
0.17
7-11
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.32
7-11
>815
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.65
Horz(CT)
0.15
8
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
MatrixS
Weight: 140 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x6 SP M 26
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-8-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 54-11 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 =
889/0-8-0 (min. 0-1-8)
2 =
-256/0-8-0 (min. 0-1-8)
16 =
1808/0-8-0 (min. 0-2-2)
Max Herz
2 =
143(1-C 10)
Max Uplift
8 =
-322(LC 11)
2 =
-346(LC 22)
16 =
-564(LC 10)
Max Grav
8 =
889(LC 1)
2 =
88(LC 11)
16 =
1808(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-587/1316, 34=-478/295,
TOPCHORD
2-3=-587/1316, 3-4=-478/295,
4-5=-954/540, 5-6=-1748/948,
6-7=-2014/1033, 7-8=-438/236
BOT CHORD
2-16=-1144/596, 15-16=-1144/596,
11-12=-222/829, 7-11=-894/1935
WEBS
4-15=-773/427, 12-15=-171/397,
4-12=-100/515, 5-11=497/962,
6-11=-733/555, 3-16=-1699/863,
3-15=-796/1710
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interio01) zone; cantilever 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 nonconcurent with any
other live loads.
4) `This truss has been designed for a live load
of 20.Opsf 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.
a li
5) Bearing at joint(s) 8 considers parallel to grain
value using ANSl1TPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Ql=1b) 8=322, 2=346.
16=564.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
City
Ply
1679
A3
Common
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:49 2020 Page 1
` ID:Oti3V4BOS3hy_zEtMyL98Sz2jL2-5jGNBJCVrTHsLkq_dlJpzQRMaPPY6b96PgPawz2QIO
-1-4-0 4-2-0 7-UO 3-8 17-0 26-7-0
14-i638 -697-0-0
Dead Lead Der .=v4In
4.=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.69
Vert(LL)
-0.25
8-10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.91
Vert(CT)
-0.48
8-10
>552
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.54
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 124 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-6
oc purlins.
BOTCHORD
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. (lb/size)
7 =
948/0-8-0 (min. 0-1-8)
11 =
1453/0-8-0 (min. 0-1-11)
2 =
52/0-4-0 (min. 0-1-8)
Max Hom
2 =
143(LC 10)
Max Uplift
7 =
-352(LC 11)
11 =
-511(LC 10)
2 =
-85(LC 6)
Max Grav
7 =
948(1-C 1)
11 =
1453(1-C 1)
2 =
118(1-C 21)
FORCES. (Ito)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
-TOP CHORD
2-3=-303/615, 3-4=-231/609,
TOPCHORD
2-3=-303/615, 3-4=-231/609,
4-5=-890/544, 5-6=-1616/915,
6-7=-1797/903
BOTCHORD
2-11=-512/339, 10-11=-217/607,
10-12=-273/853, 12-13=-273/853,
9-13=-273/853, 8-9=-273/853,
7-8=-731/1589
WEBS
4-11=-1626/810, 4-1 0=-1 2/380,
5-8=-410/839, 6-8=-456/437
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=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces R 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.Opsf 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.Opsf.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2 except (jt=1b) 7=352, 11=511.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qly
Ply
1679
A4
Common
3
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:50 2020
m4=
LOADING(pst)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL)
-0.29
6-8
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
-0.56
6-8
>557
180
BCLL
0.0 "
Rep Stress Incr
YES
WB 0.47
Horz(CT)
0.08
5
n/a
n/a
BCDL
10.0
Code FBC2017frP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied._
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 =
1174/04-0 (min. 0-1-8)
5 =
1174/0-8-0 (min. 0-1-8)
Max Horz
1 =
119(1-C 10)
Max Uplift
1 =
413(LC 10)
5 =
-411(1-C 11)
Max Grav
1 =
1174(LC 1)
5 =
1174(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
1-2= 2381/1203, 2-3=-2196/1213,
3-4=-2169/1199, 4-5= 2350/1187
BOT CHORD
1-8=-1009/2131, 8-9=-537/1377,
BOTCHORD
1-8=-1009/2131, 8-9=-537/1377,
9-10=-537/1377, 7-10=-537/1377,
6-7=-537/1377, 5-6=-990/2095
WEBS
3-6=-406/821, 4-6=-048/433,
3-8=-424/854, 2-8=-473/448
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=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever 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.Opsf 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.Opsf.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=1b) 1=413, 5=411.
LOAD CASE(S)
Standard
NaamadW -114n
PLATES GRIP
MT20 244/190
Weight: 1151b FT=4%
Job
Truss
Truss Type
Qty
Ply
1679
B1
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:50 2020
4<=
1y4 II XC = '.a 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/den
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
0.12
2-9
>999
240
TCDL 15.0
Lumber DOL
1.25
BC 0.76
Vert(CT)
-0.25
2-9
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.64
Horz(CT)
0.09
6
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except`
T2: 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-0-1 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 =
1162/0-8-0 (min. 0-1-8)
2 =
1287/0-8-0 (min. 0-1-8)
Max Horz
2 =
143(LC 10)
Max Uplift
6 =
-409(LC 11)
2 =
-472(LC 10)
Max Grav
6 =
1162(LC 1)
2 =
1287(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2293/1088, 3-4=-1575/864,
4-5=-1577/867, 5-6=-2289/1128
BOTCHORD
2-9=-880/2014, 8-9=-880/2014,
BOTCHORD
2-9=-880/2014, 8-9=-880/2014,
7-8=-927/2035, 6-7=-927/2035
WEBS
3-9=0/294, 3-8=-751/443,
4-8=-399/813, 5-8=-777/496,
5-7=0/296
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=5.Opsf,
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever 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.Opsf 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
Ito uplift at joint(s) except Qt=lb) 6=409, 2=472.
LOAD CASE(S)
Standard
Dead.oa DeA-191.
PLATES GRIP
MT20 244/190
Weight: 120 lb FT = 4%
Job
Truss
Truss Type
Qty
Ply
1679
B2
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:61 2020 Page,1
1D:01 i3V4Bo53hy_zEtMyL98Sz2jL2-16N7c_elN4Xaa2zNkjLH2rX0007kO3LSajJWrpz2QIM
-13-0 7-6-0 LAT 1-"0 19-1-0 26-7-0
1 0 7-M 3E-0 4-7-0 3-&0 7-6-0
44=
.4=
D.W Load 00 -W16In
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
Vd
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
Vert(LL)
-0.18
8-9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.82
Vert(CT)
-0.29
8-9
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.33
Horz(CT)
0.09
7
n/a
n/a
BCDL 10.0
Code FBC2017f"P12014
Matrix-S
Weight: 119 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-9-3 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
7 =
1175/Mechanical
2 =
1299/0-8-0 (min. 0-1-9)
Max Horz
2 =
122(LC 14)
Max Uplift
7 =
-392(LC 11)
2 =
-452(LC 10)
Max Grav
7 =
1175(LC 1)
2 =
1299(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
2-3=-2308/1129, 3-4=-1811/1031,
4-5=-1621/982, 5-6=-1818/1041,
6-7=-2356/1199
BOTCHORD
2-11=-915/2025, 10-11=-915/2025,
BOTCHORD
2-11=-915/2025, 10-11=-915/2025, LOAD CASE(S)
9-10=-681/1621, 8-9=-997/2106, Standard
7-8=-997/2106
WEBS
3-11=0/262, 3-10=-629/367,
4-10=-192/465, 5-9=-229/491,
6-9=-731/428, 6-8=0/287
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=5.Opsf,
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 = 1 O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 7=392, 2=452.
Job
Truss
Truss Type
Qty
Ply
1679
63
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:52 2020
40 =
v4= 4. =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL)
-0.18
2-11
>999
240
TCDL 15.0
Lumber DOL
1.25
BC 0.93
Vert(CT)
-0.41
2-11
>767
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.22
Horz(CT)
0.08
8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-6-7
oc pur ins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
8 =
1175/Mechanical
2 =
1299/0-8-0 (min. 0-1-9)
Max Horz
2 =
105(LC 14)
Max Uplift
8 =
-369(LC 11)
2 =
-464(LC 6)
Max Grav
8 =
1175(LC 1)
2 =
1299(1-C 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2340/1224, 34=-2026/1096,
4-5=-1839/1053, 5-6=-1877/1085,
TOP CHORD
2-3=-2340/1224, 3-4=-2026/1096,
4-5=-1839/1053, 5-6=-1877/1085,
6-7=-2072/1137, 7-8=-2421/1322
BOTCHORD
2-11=-1018/2069, 10-11=-986/2043,
9-10=-986/2043, 8-9=-1132/2179
WEBS
3-11=-330/289, 4-11=-228/544,
5-11=-362/245, 5-9=-318/202,
6-9=-265/574, 7-9=-399/372
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(l) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
Dees iaaa Den.=vre in
PLATES GRIP
MT20 244/190
Weight: 12311b FT=4%
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Ot=1b) 8=369, 2=464.
LOAD CASE(S)
Standard
Jab
Truss
Truss Type
Qty
Ply
1679
B4
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 272019 MiTek Industries, Inc. FriJun 26 12:19:52 2020
45 = 4a 11 4x5 =
3 4
LOADING(psf)
SPACING-
1-4-0
CSI.
"FL.
in
(loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
0.12
8
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.51
Vert(CT)
-0.21
8-9
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.28
Hom(CT)
0.06
6
n/a
n/a
BCDL
10.0
Code FBC2017frP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-9-12
Do puriins.
BOT CHORD
Rigid ceiling directly applied or 6-11-6 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 =
783/Mechanical
2 =
866/0-8-0 (min. 0-1-8)
Max Horz
2 =
58(LC 10)
Max Uplift
6 =
-260(LC 6)
2 =
-330(LC 6)
Max Grav
6 =
783(LC 1)
2 =
866(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1552f792, 3-4=-1787/1045,
4-5=-1787/1045, M=-1596/835
BOTCHORD
2-9=-646/1361, 8-9=-648/1355,
BOT CHORD
2-9=-646/1361, 8-9=-648/1355,
7-8=-699/1407, 6-7=-698/1413
WEBS
3-8=296/547, 4-8=-320/275,
5-8=-240/502
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 pet
bottom chord live load nonconcument with any
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) except (jt=lb) 6=260, 2=330.
LOAD CASE(S)
Standard
Dead Lead Dell.-191n
PLATES GRIP
MT20 244/190
Weight:116lb FT=4%
Job
Truss
Truss Type
Qty
Ply
1679
B5
Half Hip Girder
1
1
Job Reference (optional)
.Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:53 2020 Page 1
ID:O1 i3V4BOS3hy_zElMyL98Sz2jL2-zVVulgf?vhnlpM7ls8Ol7GciBCt_UvQ111ogiz2QIK
-1-0-b -9 15-7-12 22-1%1 21&71-062 35-0e 7 3J 5
1
Dead mad Den.=v41n
ran us= 1-11 5.8 MR = ,[a 11 aYd 15a511
LOADING(psf)
SPACING-
1-4-0
CSI.
DEFL.
in (loc)
I/deb
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
0.35 13-14
>887
240
TCDL
15.0
Lumber DOL
1.25
BC 0.51
Vert(CT)
-0.48 13-14
>650
180
BCLL
0.0
Rep Stress Incr
NO
WB 0.61
Horz(CT)
0.10 10
n/a
n/a
BCDL
10.0
Code FBC2017frP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
TOP CHORD
WEBS 2x4 SP No.3 *Except*
2-3=-3148/1459, 3-17=-4157/2076,
W2: 2x4 SP No.2
4-17=-4157/2076, 4-18=-0157/2076,
BRACING-
18-19=-4157/2076, 5-19=-4157/2076,
TOP CHORD
5-20=-4746/2415,
Structural wood sheathing directly applied or 3-5-7
20-21=-4746/2415, 6-21=-4746/2415,
oc purlins, except end verticals.
6-22=-4746/2415, 7-22=4746/2415,
BOT CHORD
7-23=-2374/1217, 8-23=-2374/1217,
Rigid ceiling directly applied or 5-0-5 oc bracing.
8-24=-2374/1217, 9-24=-2374/1217,
MiTek recommends that Stabilizers and
9-10=-1515/812
required cross bracing be installed during
BOT CHORD
truss erection, in accordance with Stabilizer
2-16=-1352/2822, 16-25=-1357/2812,
Installation guide.
15-25=-1357/2812,
15-26=-244114826,
REACTIONS. (lb/size)
26-27=-2441/4826,
10 = 1571/Mechanical
14-27=-2441/4826,
2 = 1507/0-8-0 (min. 0-1-8)
14-28=-2441/4826,
Max Horz
28-29=-2441/4826,
2 = 98(LC 23)
13-29=-2441/4826,
Max Uplift
13-30=-2014/3938,
10 =-804(LC 5)
12-30=-2014/3938,
2 =-707(LC 4)
12-31=-2014/3938,
Max Grav
11-31=-2014/3938
10 = 1571(LC 1)
WEBS
2 = 1507(LC 1)
3-16=0/292, 3-15=-854/1580,
4-15=-325/283, 5-15=-777/426,
FORCES. (lb)
6-13=-327/276, 7-13=-466/940,
Max. Comp./Max. Ten. - All forces 250 (lb) or less
7-11=-1817/926, 8-11=-355/306,
except when shown.
9-11=-1388/2709
TOP CHORD
2-3=-3148/1459, 3-17=-0157/2076,
4-17=-4157/2076,4-18=-4167/2076.
18-19=-4157/2076, 5-19=-4157/2076,
Continued on page 2
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 135 Ito
FT = 4%
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
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.Opsf 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ib uplift at joint(s) except Ot=lb) 10=804. 2=707.
Job
Truss
Truss Type
Qty
Ply
1679
B5
Half Hip Girder
1
1
Jab Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industnes, Inc. Fri Jun 26 12:19:53 2020 Page:2
ID:01 i3V4BoS3hy_zEIMyLgBSz2jL2-zV Vul gf7vhnl pM71s80I7Gci BCt_UvQl l l ocjiz2QIK
NOTES-
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
93 lb down and 137 Ib up at 5-0-0, 93 Ito down and
137 lb up at 7-0-12, 93 Ito down and 137 Ito up at
9-0-12, 93 lb down and 137 lb up at 11-0-12, 93 lb
down and 137 Ito up at 13-0-12, 93 lb down and
137 lb up at 15-0-12, 93 lb down and 137 Ito up at
17-0-12, 93 Ito down and 137 lb up at 19-0-12, 93 lb
down and 137 lb up at 21-0-12, and 93 lb down
and 137 lb up at 23-0-12, and 93 lb down and 137
lb up at 25-0-12 on top chord, and 159 lb down at
5-0-0. 65 lb down at 7-0-12, 65 lb down at 9-0-12,
65 lb down at 11-0-12, 65 Ito down at 13-0-12, 65
lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb
down at 19-0-12, 65 lb down at 21-0-12, and 65 lb
down at 23-0-12, and 65 lb down at 25-0-12 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
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-47, 3-9=-47, 2-10=-13
Concentrated Loads (lb)
Vert: 16=-79(F) 3=-93(F) 12=-33(F) 7=-93(F)
8=-93(F) 11=-33(F) 17=-93(F) 18=-93(F)
19=-93(F) 20=-93(F) 21=-93(F) 22=-93(F)
23=-93(F)24=-93(F)25=-33(F) 26=-33(F)
27=-33(F) 28=-33(F) 29=-33(F) 30=-33(F)
31=-33(F) 32=-33(F)
Job
Truss
Truss Type
City
Ply
1679
C1
Roof Special Girder
1
1
Job Reference (optional)
uouthem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:54 2020
4a5 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.86
Vert(CL)
-0.23 11-13
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.96
Vert(CT)
-0.47 11-13
>668
180
BCLL
0.0 '
Rep Stress Incr
NO
WB 0.75
Horz(CT)
0.05 9
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 31
BOTCHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W6: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-3
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 8-5-5 oc bracing.
WEBS
1 Row at midpt
5-10, 7-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
9 = 245/Mechanical
2 = 1158/0-M (min.0-1-8)
10 = 2527/0-4-0 (min. 0-3-0)
Max Herz
2 =
251(LC 8)
Max Uplift
9 =
-426(LC 7)
2 =
-432(LC 27)
10 =
-1017(LC 9)
Max Grav
.9 =
386(LC 27)
2 =
1158(LC 1)
Continued on page 2
Max Gmv
10 = 2527(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2008/674, 3-0=-1809/688,
4-5=-1349/509, 5-6=-360/941,
6-14=-359/935, 14-15=-359/935,
15-16=-359/935, 16-17=-359/935,
7-17=-359/935, 7-9=-236/513
BOTCHORD
2-13=-754/1758, 13-18=-376/1054,
18-19=-376/1054, 12-19=-376/1054,
11-12=-376/1054, 10-11=-453/1154
WEBS
3-13=-432/374, 4-13=-331/810,
4-11 =-1 12/287, 5-10=-2282/885,
6-10=-903/701, 7-10=-1161/403
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
pending.
Dead Load cen, - 114 in
PLATES GRIP
MT20 244/190
Weight: 166 lb FT = 4%
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.Opsf 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.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Ql=lb) 9=426, 2=432,
10=1017.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 214 lb down and 224 lb up at 27-0-12,
186 lb down and 205 lb up at 29-0-12, and 186 lb
down and 205 lb up at 31-0-12, and 192 lb down
and 200 lb up at 33-0-12 on top chord, and 100
Ito down at 27-0-12, 92 Ib down at 29-0-12, and
92 lb down at 31-0-12, and 105 lb down at
33-0-12 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
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Job
Truss
Truss Type
Qty
Ply
1679
C1
Roof Special Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:54 2020 Pag&2
ID:O1 i3V4BoS3hy_zElMyL9BSz2jL2-Rh3GFOgdf7v9RW xPrv_gU9kzb7EDtQuGhYAGez201J
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 14=-70, 4-5=-70, 5-7=-70, 7-8=-30, 2-9=-20
Concentrated Loads (lb)
Vert: 14=-174(F) 15=-146(F) 16=-146(F)
17=-164(F) 20=-50(F) 21=-46(F) 22=-46(F)
23=-52(F)
Job
Truss
Truss Type
Qty
Ply
1679
C2
Roof Special
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:55 2020 Page 1
I D:O7 i3V4BcS3hy_zEtMyL98Sz2jL2-vtdeSM hGQJ 103tHBzZQDDhhz1?TZyjt2V LH10az2Qll
-7 4 7-0 0 13-3-8 17-7-0 22-1-0 26-7-0 30-0-0 33-8-8
13-01 7-0-0 I 638 43.8 4.6a 4-6-0 35-0 3-8-8
Deed Load oeA.-W61,
4%4 =
8-M 17-7-0 26-7-0 30-0-0 33-8-8
8-3-8 19-3-8
69-0-0
35-0
3A-8
Plate Offsets (X Y)--
[2:0-2-6 Edge] [6:0-2-0 0-3-0] [8:0-1-12 0-1-8] [9:0-1-12 0-1-8] [11:0-1-12 0-1-8],
r12:0-2-4,0-1-81, rl3:0-2-0,0-3-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deb
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
-0.24 14-16
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.89
Vert(CT)
-0.44 14-16
>707
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.93
Hom(CT)
0.06 13
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 171 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP N0.2 *Except*
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-1
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-5-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
10 =
381/0-1-8 (min. 0-1-8)
2 =
1284/0-8-0 (min. 0-1-8)
13 =
1642/0-4-0 (min. 0-1-15)
Max Horz
2 =
282(LC 10)
Max Uplift
10 =
-16(LC 7)
2 =
-460(LC 10)
13 =
-489(LC 11)
Max Gmv
10 =
386(LC 22)
2 =
1284(LC 1)
{3 =
1642(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
2-3=-2312/1091, 3-4=-2113/1104,
4-5=-2032/1094, 5-6=-1788/924,
8-9=-610/121, 9-10=-275/132
BOTCHORD
2-16=-1138/2039. 16-17=-726/1347,
17-18=-726/1347, 15-18=-726/1347,
14-15=-726/1347, 13-14=-610/1062,
12-13=-625/251, 7-12=-314/255,
12-19=-121/610, 11-19=-121/610
WEBS
3-16=-433/401, 4-16=-365f785,
4-14=-359/798, 5-14=-1042/653,
6-14=-417/963, 6-13=-1434/846,
8-12=-, 0257. 9-11=-114/540
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vul1=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf,
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(l) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 200.011b AC unit load placed on the bottom
chord, 30-0-0 from left end, supported at two
points, 5-0-0 apart.
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 lost
bottom chord live load nonconcurrent with any
other live loads.
6) `This truss has been designed for a live load
of 20.Opsf 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.Opsf.
7) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 10.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 10 except (jt=lb) 2=460,
13=489.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
City
Ply
1679
C3
ROOF SPECIAL
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:55 2020 Page11
ID:01 i3V4BoS3hy_zElMyL98Sz2jL2-vldeSMhGQJ103fHBzZGDDhh_97XQypE2V LHjoaz2Qll
-1-0-0 7-8-0 114A 15-2-8 IN.-o 20-11-4 26-7-0 30-M 33-8-8
-0 7-8-0 3-10-8 1 3Ao-o P4i-B 5 4-4 &7-12 i 35-0 3-8-8
o.ne �aeoeB-vie 1,1
W=
Bra
Sxa M= Lr=
kff
tH 11 .B= '"""— N8= 1,5411
LOADING(psf)
SPACING-
1-4-0
CSI.
DEFL.
in (loc)
I/deb
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
-0.14 15-17
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.32 15-17
>973
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.53
Horz(CT)
0.04 14
n/a
n/a
BCDL 10.0
Code FBC2017/iP12014
MatrixS
Weight: 186 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x6 SP No.2
BOTCHORD 2x4 SP No.2 *Except*
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 -
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-9
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-04 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
11 =
282/0-1-8 (min. 0-1-8)
2 =
855/0-M (min. 0-1-8)
14 =
1136/0-4-0 (min. 0-1-8)
Max Horz
2 =
196(LC 10)
Max Uplift
2 =
-293(LC 6)
14 =
-324(LC 7)
Max Grav
11 =
284(LC 22)
2 =
855(LC 1)
14 =
1135(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
2-3=-1510/719, 3-4=-11861634,
4-5=-1043/599, 5-6=-736/415,
6-7=-735/414, 7-8=-735/414,
9-10=-252/21
BOTCHORD
2-18=-780/1324, 17-18=-780/1324,
16-17=-628/1036, 15-16=-628/1036,
13-14=-1115/510. 8-13=-866/549,
13-19=-21/252, 12-19=-21/252
WEBS
3-17=-371/237, 4-17=-139/324,
5-15=-400/284, 6-15=-256/228,
9-13=-339/77, 10-12=-25/254,
8-15=-550/989
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=S.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 200.01b AC unit load placed on the bottom
chord, 30-0-0 from left end, supported at two
points, 5-0-0 apart.
4) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 at joint(s) 11.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=11b) 2=293, 14=324.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qfy
Ply
1679
C4
HALF HIP
1
1
Job Reference (optional)
soutnem I MSS Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:66 2020 Page 1
ID:Oti3V4BOS3hy_zEtMyL98Sz2jL2-O4BOgihuBc9sgpsmGxSlvE98Puah9l Bj?1HKOz2QIH
-14D 7-5-0 11-0- 18-7-12 26-7-0 30.0.0 33-843
1-0-0 7-0-0 3-6-0 7-7-12 7-11-4
IX4 II
444= a �_
LOADING(pso
SPACING-
1-4-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL)
-0.07 2-17
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.52
Vert(CT)
-0.17 14-16
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WE 1.00
Horz(CT)
0.04 13
n/a
n/a
BCDL
10.0
Code FBC2017f'P12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No.2 *Except*
33: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-8-13
oc pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-0-10 oc bracing.
WEBS
1 Row at midpt 4-14
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
10 =
274/0-1-8 (min. 0-1-8)
2 =
853/0-8-0 (min. 0-1-8)
13 =
114510-4-0 (min. 0-1-8)
Max Horz
2 =
195(LC 10)
Max Uplift
2 =
-292(LC 6)
13 =
-339(LC 7)
Max Grav
10 =
274(LC 1)
2 =
853(LC 1)
13 =
1145(LC 1)
,FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-1504/709, 3-4=-1198/649,
4-5=-953/546, 5-6=-953/546,
6-7=-953/546
BOTCHORD
2-17=-770/1318, 16-17=-770/1318,
15-16=-617/1058, 14-15=-617/1058,
12-13=-1100/539, 7-12=-859/578
WEBS
3-16=-361/216, 4-16=-110/313,
5-14=-392/349, 8-12=-329f79,
7-14=-650/1121
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 200.01b AC unit load placed on the bottom
chord, 30-0-0 from left end, supported at two
points, 5-0-0 apart.
3) Provide adequate drainage to prevent water
pending.
4) All plates are 3x4 MT20 unless otherwise
indicated.
5) This truss has been designed for a 10.0 lost
bottom chord live load nonconcurrent with any
other live loads.
PLATES
MT20
D.. Lmd 0e -Ire In
GRIP
2441190
Weight: 178 Ib FT = 4%
6)' This truss has been designed for a live load
of 20.Opsf 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 at joint(s) 10.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=1b) 2=292, 13=339.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
C5
Half Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Pnnt: 8.310 s Jul 272019 MiTek Industnes, Inc. Fn Jun 2612:19:57 2020 Pagel
ID:01 i3V4BOS3hy_zEtMyL98Sz2jL2-sG10t2iWywHjlzRW5_Sh16nJFpEWQgjI-yfmgsTz2QIG
-1" —2
-7-0 29-0 5-0.0 9-0-0 t2-11 19-7-0 20.7-0 30-0-0 33-8-8
11. 2-7-0 0.-0 4-0-0 3-7-0 7-0-0 1 7-0-0 35-0 3A-8
50 =
h<= SB wd=
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL.
in (loc)/deb
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.22 18-19
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.36 18-19
>866
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.72
Horz(CT)
0.15 15
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 192 Ito FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x6 SP M 26
BOTCHORD 2x4 SP No.2 *Except*
B2: 2x4 SP M 31, B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-11-2 oc bracing.
WEBS
1 Row at midpt 9-16
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
2 =
129410-8-0 (min. 0-1-8)
12 =
36510-1-8 (min. 0-1-8)
15 =
165010-4-0 (min. 0-1-15)
Max Horz
2 =
240(LC 10)
Max Uplift
2 =
480(LC 6)
12 =
-7(LC 6)
15 =
-549(LC 7)
Max Grav
2 =
1294(LC 1)
12 =
365(LC 1)
15 =
1650(LC 1)
Max Grav
2 = 1294(LC 1)
12 = 365(1-C 1)
15 = 1650(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-431/19, 3-4=-3095/1539,
4-5=-2326/1231, 5-6=-2341/1343,
6-7=-2325/1344, 7-8=-1555/879,
8-9=-1555/879, 10-11=-523/60,
11-12=-261/122
BOTCHORD
3-20=-1693/3076, 19-20=-1685/3063,
18-19=-1185/2100, 6-18=-365/331,
16-17=-141/318,14-23=-60/523,
13-23=-60/523
WEBS
14-15=-1594/823, 9-14=-1312/857,
5-19=-152/461, 5-18=-208/310,
16-18=-741/1243, 7-18=-511/846,
7-16=-847/656, 9-16=-1025/1819,
10-14=-686/131, 11-13=461450,
4-19=-1036/533
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf,
BCDL=5.Opsf, h=18ft; Cal. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 200.011b AC unit load placed on the bottom
chord, 30-0-0 from left end, supported at two
points, 5-0-0 apart.
3) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 at joint(s) 12.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 12 except (jt=lb) 2=480,
15=549.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qly
Ply
1679
C6
Half Hip Girder
1
2
Jab Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:19:59 202D Page 1
10:Oli3V4BoS3hy_zEtMyL98Sz2jL2-ofs9ljkmUXYRXHavCPV9NXseT=uuXXdQzFx Lz2QIE
-1-4-0 2-7-0 7-0-0 12-7-0 19-7-0 28-4-01 33-7-0 33,0-8
1-4-01 2-7-0 45-0 5-7-0 7-M 6_9-11 . 7-2-5 0-7-8
Mad Load DO,- Va In
too 11 23a411 .8= ' 5= 1.5x5 II
LOADING(psf)
TOLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 115
Rep Stress Incr NO
Code FBC20171TP12014
CS I.
TC 0.68
BC 0.48
WB 0.96
MatrixS
DEFL. in (loc)
Vert(LL) 0,30 14-15
Vert(CT) -0.41 14-15
Horz(CT) 0.14 10
I/deft L/d
>999 240
>754 180
n/a n/a
PLATES GRIP
MT20 2441190
Weight: 3581b FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 -Except-
NOTES-
T2: 2x6 SP M 26
TOP CHORD
1) 2-ply truss to be connected together with 10d
BOT CHORD 2x4 SP M 31 'Except-
2-3=-693/225, 3-4=-4705/2358,
(0.131"x3") nails as follows:
33: 2x4 SP No.3
4-18=-4845/2541, 18-19=-4842/2540,
Top chords connected as follows: 2x4 - 1 now at
WEBS 2x4 SP No.3 *Except*
5-19=-4840/2539, 5-20=-4751/2512,
0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
W7: 2x4 SP No.2
20-21=-4751/2512,
Bottom chords connected as follows: 2x4 - 1 row
BRACING-
21-22=-4751/2512,
at 0-9-0 oc.
TOP CHORD
22-23=-4751/2512, 6-23=-4751/2512,
Webs connected as follows: 2x4 - 1 row at 0-9-0
Structural wood sheathing directly applied or 6-0-0
6-24=-1545/805, 24-25=-1545/805,
oc purlins, except end verticals.
25-26=-1545/805, 7-26=-1545/805,
oc.
2) All loads are considered equally applied to all
BOT CHORD
7-27=-1792/3468, 27-28=-1792/3468,
plies, except if noted as front (F) or back (B) face
Rigid ceiling directly applied or 10-0-0 oc bracing,
28-29=-1792/3468,
in the LOAD CASE(S) section. Ply to ply
Except:
29-30=-1792/3468, 8-30=-1792/3468,
connections have been provided to distribute only
6-0-0 oc bracing: 2-17,11-12.
8-10=-357/997
loads noted as (F) or (B), unless otherwise
BOT CHORD
indicated.
REACTIONS. (lb/size)
3-15=-2321/4499, 15-31=-2331/4533,
3) Wind: ASCE 7-10; Vult=170mph (3-second
2 = 1956/0-8-0 (min. 0-1-8)
31-32=-2331/4533,
gust) Vasd=132mph; TCDL=5.Opsf;
10 = -861/Mechanical
14-32=-2331/4533, 13-14=0/308,
BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl.,
11 = 5155/"-0 (min. 0-2-2)
5-14=-818/664, 13-33=-202/547,
GCpi=0.18; MWFRS (envelope); cantilever left
Max Herz
33-34=-202/547, 34-35=-202/547,
and right exposed Lumber DOL=1.60 plate grip
2 = 192(LC 23)
35-36=-202/547, 12-36=-202/547,
DOL=1.60
Max Uplift
2 =-957(LC 4)
12-37=-3468/1792,
37-38=-3468/1792,
4) Provide adequate drainage to prevent water
10 =-861(LC 1)
38-39=-3468/1792,
ponding.
5) This truss has been designed for a 10.0 psf
11 =-2663(LC 5)
11-39=-3468/1792
bottom chord live load nonconcurrent with any
Max Grav
WEBS
other live loads.
2 = 1956(LC 1)
4-15=-201/611, 4-14=-251/332,
This truss has been designed for alive load
10 = 440(LO 5)
11
12-14=-673/1102, 6-14=-1753/3283,
of
of 2 on the bottom chord in all areas where
= 5155(LC 1)
6-12=-2025/1361, 7-12=-2812/5467,
rectangle tall by 2-0-0 wide will fit between
a rectangle
7-11=-3297/2028, 8-11=-3865/2005
Nord
the bottom chord and any other members.
FORCES. (lb)
_ Max. Comp.lMax. Ten. - All forces 250 (lb) or less
7) Refer to girder(s) for truss to truss connections.
except when shown.
Continued on page 2
Job
Truss
Truss Type
Qty
Ply
1679
C6
Half Hip Girder
1
2
Job Reference optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Fri Jun 26 12:19:59 2020 Pag 2
I0:01i3V4BOS3hy_zEtMyL98Sz2jL2-ofs9ljkmUXYRXHavCPV9NXseTcxuuXXdQzF�Lz2QIE
NOTES-
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) except Ot=lb) 2=957, 10=861,
11=2663.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
156 lb down and 199 Ito up at 7-0-0, 121 lb down
and 151 Ito up at 9-0-12, 121 lb down and 151 Ito up
at 11-0-12, 146 lb down and 205 Ito up at 13-0-12,
146 lb down and 205 Ito up at 15-0-12, 146 Ito down
and 205 Ito up at 17-0-12, 146 Ito down and 205 Ito
up at 19-0-12, 146 Ito down and 205 lb up at
21-0-12, 146 lb down and 205 lb up at 23-0-12,
146 lb down and 205 lb up at 25-0-12, 146 lb down
and 205 lb up at 27-0-12, 146 Ito down and 205 Ito
up at 29-0-12, and 146 Ito down and 205 lb up at
31-0-12, and 164 Ito down and 200 Ib up at 33-0-12
on top chord, and 503 lb down and 316 Ito up at
7-0-0. 76 lb down and 40 Ito up at 9-0-12, 76 lb
down and 40 lb up at 11-0-12, 92 Ito down at
13-0-12, 92 lb down at 15-0-12, 92 Ito down at
17-0-12, 92 Ito down at 19-0-12, 92 Ito down at
21-0-12, 92 lb down at 23-0-12, 92 Ito down at
25-0-12, 92 Ib down at 27-0-12, 92 Ito down at
29-0-12, and 92 Ito down at 31-0-12, and 105 lb
down at 33-0-12 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: 14=-70, 4-8=-70, 8-9=-30, 2-16=-20,
3-14=-20, 10-13=-20
Concentrated Loads (lb)
Vert: 4=-116(B) 15=-503(B) 18=-116(B)
19=-116(B) 20=-146(B) 21=-146(B) 22=-146(B)
23=-146(B) 24=-146(B)25=-146(8) 26=-146(B)
27=-146(B) 28=-146(B)29=-146(B) 30=-164(B)
31=-76(B) 32=-76(B) 33=46(B) 34=46(B)
35=46(B) 36=-46(B) 37=-46(B)38=46(B)
39=46(B) 40=-46(B) 41=-46(B) 42=46(B)
43=-52(B)
Job
Truss
Truss Type
Qty
Ply
1679
D1
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 2612:19:59 2020 Page 1
ID:01i3V4BOS3hy_zElMyL9BSz2jL2-ofs9ljkmUXYRXHavCPV9NXsdvctVuYZdOzFx Lz2QIE
1-0-0 5-104 11-3-0 16-7-12 22-6-0 23-10-0
- 5-1"6-4-12 1 5-0-12 5-1G4 14.0
M.d Load Oe , -Tl81n
4n91 W II W4= W 11 4a91
5-1e-0 11-3-0 1E7-12 22-6-0
5-1 e4 5-0-12 5-0-72 5.10-4
Plate Offsets (X,Y)—
[2:0-5-6,0-1-91 [3:0-5-4,0-1-81 [5:0-5-4,0-1-81 [6:0-5-6
0-1-9] [9:0-7-0 0-6-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL)
0.20
8-9
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.76
Vert(CT)
-0.33
8-9
>793
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.89
Horz(CT)
0.05
6
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
MatrixS
Weight: 143 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x8 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-7-2
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-8-11 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 =
1458/0-M (min. 0-1-15)
6 =
1766/0-M (min. 0-2-1)
Max Horz
2 =
63(LC 8)
Max Uplift
2 =
-766(LC 4)
6 =
-754(LC 5)
Max Grav
2 =
1623(LC 43)
6 =
1766(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-3656/1616, 3-11=-0931/1787,
4-11=-4933/1786, 4-12=-4933/1786,
5-12=-4931/1786, 5-6=-3795/1574
TOPCHORD
2-3=-3656/1616, 3-11=-4931/1787,
4-11=-4933/1786, 4-12=-4933/1786,
5-12=-4931/1786, 5-6=-3795/1574
BOTCHORD
2-1 0=-1 385/3388. 10-13=-136613365,
9-13=-1366/3365, 9-14=-1352/3404,
8-14=-1352/3404, 6-8=-1370/3434
WEBS
3-10=-554/474, 3-9=-328/2337,
4-9=-1490/58, 5-9=-366/1772,
5-8=-287/460
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
pending.
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.Opsf 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 100
lb uplift at joint(s) except (jt=lb) 2=766, 6=754,
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 295 lb down and 25 lb up at 9-0-12, and
308 lb down and 32 lb up at 11-5-4, and 316 Ib
down and 33 lb up at 13-5-4 on top chord, and
432 Ib down and 881 lb up at 7-1-8, and 376 lb
down and 446 lb up at 15-5-4 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 (plt)
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20
Concentrated Loads (lb)
Vert: 4=-600 11=-295 12=-316 13=493(F)
14=-308(F)
Job
Truss
Truss Type
Q y
Ply
1679
D2
Attic
1
1
Job Reference (optional)
Southern I mss Co., Fart Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:00 2020 Paged
ID:01 i3V4BoS3hy_zEtMyL98Sz2jL2-GrQXV31OFrgl9R95 m6DOwlOnn099d3Cned?UToz2QID
-,I4-0 4-e-3 7-1-4 93-2 9-7-13 11-3-0 12-10.3 14-1-ib 15-4-12 17-9-13 22-&0 23-1%0
' 1-4-0 4e-3 2-5-1 1 1-2-04 1 N-11 1 1-7-3 1-7-3 1 1311 1-2-14 1 2-5-1 4-8-3 11-0
Dead UadC -918 in
h4 =
v4=
aa=
r
W
01a4 II
d
IM
0
B
]
10
1]
4
a4 =
x4 =
e+e =
U4
7-1.4
15-4-12
22-6-0
7-1-4
1
a-3-8
7-14
Plate Offsets KY)—
[2:0-2-0 Edge] [6:0-2-0 Edge]
[10:0-2-2 Edge] [12:0-3-0 0-3-41
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Verl(LL)
-0.32 12-13
>814
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.99
Vert(CT)
-0.63 12-13
>414
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.61
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2017rfP12014
Matrix-S
Attic
-0.22 12-13
448
360
Weight: 97 lb
FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31 'Except-
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-9-10
cc purlins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 cc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1141/0-8-0 (min.0-1-8)
10 =
1141/0-8-0 (min.0-1-8)
Max Horz
2 =
-112(LC 11)
Max Uplift
2 =
-381(LC 10)
10 =
-381(LC 11)
Max Grav
2 =
1141(LC 1)
10 =
1141(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2188/837, 3-4=-1867r721,
4-5=-1573r716, 5-6=-36/526,
6-7=-36/525, 7-8=-1575/716,
TOPCHORD
2-3=-2188/837, 3-4=-1867r721,
4-5=-1573r716, 5-6=-36/526,
6-7=-36/525, 7-8=-1575016,
8-9=-1864/721, 9-10=-2178/836
BOTCHORD
2-13=-603/1946,12-13=-400/1601
10-12=-601/1937
WEBS
5-7=-2170/815, 8-12=-48/598,
9-12=-502/312, 4-13=-44/611,
3-13=-507/310
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cal. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever 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.Opsf 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) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 12-13
11a
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=381, 10=381.
7) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
D3
Attic
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:00 2020 Page 1
ID:01 i3V4BoS3hy_zElMyL9aSz2jL2-GrQXV310Frgl9R95m6OOwIOd099d34ned?UToz2QID
-1-0-0 433 7-14 8-0-2 9-7-03 11-0-0 1,1E-012-1Q3 14-1-14 15-0-12 17-9-13 22E 23-10-0
1-0-0 4E3 25-1 1-2-14 13-11 1 1-03� 1-3G1 1 1-2-14 2-5-1 I 4-03 1_4
34=
a4=
a4=
6
r
U4
S.W 13
II
w
t.4 6
6
4
44.
1.4 i
3 1
B
2
16
13
12
N.
L4 -
5A
30 =
7-14
11-0-0
11- 0
15-0-12
22.6-0
7-1-0
I 3-1a12
-fi-0
3-10.12
I
7-13
Plate Offsets (X,Y)—
[2:0-2-0,Edgel,[5:0-0-15,0-2-41.[6:0-2-0
Edge] [7:0-0-15
0-2-41 [10:0-2-2 Edge] [12:0-3-0 0-3-41
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Vert(LL)
-0.32 12-13
>812
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.99
Vert(CT)
-0.63 12-13
>414
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.62
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Attic
-0.22 12-13
447
360
Weight: 97 lb
FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31 `Except*
32: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-9-10
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 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 =
114110-8-0 (min. 0-1-8)
10 =
1141/0-8-0 (min. 0-1-8)
Max Horz
2 =
-111(LC 15)
Max Uplift
2 =
-382(LC 10)
10 =
-382(LC 11)
Max Grav
2 =
1141(LC 1)
10 =
1141(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2188/837, 3-4=-18671721,
4-5=-1573/716, 5-6=-39/558,
6-7=-39/557, 7-8=-1574/716,
TOPCHORD
2-3=-2188/837, 3-4=-1867/721,
4-5=-1573/716, 5-6=-39/558,
6-7=-39/557, 7-8=-1574/716,
8-9=-1863/721, 9-10=-2178/836
BOTCHORD
2-13=-603/1946, 12-13=-400/1601,
10-12=601/1937
WEBS
3-13=-507/310, 4-13=-44/611,
5-7=-2199/815, 8-12=48/598,
9-12=-503/312
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=5.Opsf,
BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever 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.Opsf 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) Bottom chord live load (20.0 pst) and additional
bottom chord dead load (5.0 psf) applied only to
room. 12-13
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift al joint(s) except Gt=lb) 2=382, 10=382,
7) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
1679
D4
Attic
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951
5.W 12
144 c
U4 n
4
> 12
M U4 =
7-14
Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:01 2020 Pag ,1
ID:01i3V4BoS3hy_zEtMyL9BSz2jL2-k1 vjPl109ogneklKgXd5yx?gQVsMbWHk17F1201C
9-04 14-1-14
Ma
v4 =
44 =
9-0-0 13.6-0 164-12
1x4 n
10
a
YYd.+Y
M.dm doe-v4e,
7w =
10a
7-14 11-10-12
4-6-0
1-10-12
7-1<
Plate Offsets (X,Y)—
[2:0-3-2,0-0-41.[5:0-2-13,0-2-141
[6:0-2-4
0-2-41
[9:0-2-2 Edgel [11:0-3-0 0-3-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deb
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
-0.29 11-12
>891
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.96
Ve'rt(CT)
-0.57 11-12
>461
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.28
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2017/fP12014
Matrix-S
Attic
-0.2211-12
454
360
Weight: 99 lb
FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except-
T2: 2x4 SP No.2
BOTCHORD 2x4 SP M 31 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-7
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 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 =
1141/0-8-0 (min.0-1-8)
9 =
1141/0-8-0 (min. 0-1-8)
Max Hom
2 =
92(LC 10)
Max Uplift
2 =
-359(LC 10)
9 =
-359(LC 11)
Max Grav
2 =
1141(LC 1)
9 =
1141(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2193/875, 3-1=-1886f768,
4-5=-1593f765, 5-6=-1630f768,
TOPCHORD
2-3=-2193/875, 3-4=-1886f768,
4-5=-15931765, 5-6=-1630/768,
6-7=-1620f766, 7-8=-1875/764,
8-9=-2166/865
BOTCHORD
2-12=-635/1950, 11-12=-448/1626,
9-11=-626/1925
WEBS
3-12=-466/298, 4-12=-45/607,
7-11=4 U562, 8-11=-446/296
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vul1=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrenfwith any,
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M wide will fit between
the bottom chord and any other members.
6) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 11-12
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=359, 9=359.
8) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Jab
Truss
Truss Type
Qly
Ply
1679
DS
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:02 2020 Page 1
ID:Oli3V4BoSShy_zElMyL98Sz2jL2-CEYHvAmfnS COkJUtx2s?AU42gyk5lv46xUbYgz2QIB
-03-0 7-0-0 11-31 15 N0 22-6-0 23-10-0
14-0 7-M 4-3-0 430 7-0-0 1
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
0.23
9
>999
240
TCDL 15.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.32
9
>824
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.34
Horz(CT)
0.10
6
n/a
n/a
BCDL 10.0
Code FBC2017lfP12014
MatrixS
LUMBER -
TOP CHORD 2x4 SP M 31 'Except-
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-10-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance, Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
2023/0-8-0 (min.0-1-11)
6 =
2023/0-8-0 (min.0-1-11)
Max Horz
2 =
74(LC 12)
Max Uplift
2 =
-985(LC 8)
6 =
-985(LC 9)
Max Gmv
2 =
2023(LC 1)
6 =
2023(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-4104/1996, 3-11=-4308/2245,
4-11= 4308/2246. 4-12=4308/2245,
5-12=-4308/2245, 5-6=-4104/1996
BOTCHORD
2-10=-1771/3664,10-13=-1769/3639,
BOTCHORD
2-10=-1771/3664, 10-13=-1769/3639,
9-13=-1769/3639, 9-14=-1729/3639,
8-14=-1729/3639, 6-8=-1731/3664
WEBS
3-10=-51/646, 3-9=-471/892,
4-9=-757/645, 5-9=-471/892,
5-8=-51/646
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber OOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 100
lb uplift at joint(s) except (jt=lb) 2=985, 6=985.
PLATES
MT20
Me dWdW.-y16,n
GRIP
244/190
Weight: 100 Ib FT = 4%
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 258 lb down and 357 lb up at 7-0-0, 146
lb down and 205 lb up at 9-0-12, 146 lb down
and 205 lb up at 11-0-12, 146 lb down and 205 lb
up at 11-5-4, and 146 lb down and 205 lb up at
13-5-4, and 258 lb down and 357 lb up at 15-6-0
on top chord, and 343 lb down and 125 lb up at
7-0-0, 92 Ito down at 9-0-12, 92 lb down at
11-0-12, 92 lb down at 11-5-4, and 92 lb down at
13-5-4, and 343 lb down and 125 lb up at 15-5-4
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
A
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20
Concentrated Loads (lb)
Vert: 5=-211(B) 10=-329(B) 9=-92(B) 3=-211(B)
4=-293(B) 8=-329(B) 11=-146(B) 12=-146(B)
13=-46(B) 14=-46(B)
Job
Truss
Truss Type
Qty
Ply
1679
Et
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Miirek Industries, Inc. FriJun 26 12:20:02 2020 Paget
ID:01i3V4BoS3hy_zEtMyL98Sz2jL2-CEYHwimfnS DOkJUtX2s?AUC5gtQ54946xUbYgz2QIB
-1VO 5-10-4 9-0-0 iiA 74-7-72 20-0-0 21-0-0
1-4 5-10< 3--11-2 2-0-0 3-1-12 5-10-0 14-0
NodUe o.n,XlGin
4x4= ma=
3 v4= s.= - - 3.U4-
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
-0.17
2-10
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.37
2-10
>627
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.13
Horz(CT)
0.04
7
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-0-1
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 7-10-14 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 =
987/0-8-0 (min.
0-1-8)
7 =
98710-8-0 (min.
0-1-8)
Max Horz
2 =
92(LC
10)
Max Uplift
2 =
-357(LC
10)
7 =
-357(LC
11)
Max Grav
2 =
987(LC
1)
7 =
987(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All fames 260 (lb) or less
except when shown.
TOPCHORD
2-3=-1584f777, 3-4=-1250/635,
4-5=-1110/621, 5-6=-1250/635,
6-7=-1584/777
BOT CHORD
2-10=-534/1380, 9-10=-297/1110,
BOT CHORD
2-10=-534/1380, 9-10=-297/1110.
7-9=-534/1380
WEBS
3-10=-371/310, 4-1 0=-1 12/329,
5-9=-112/329, 6-9=-371/310
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=5.Opsf,
0CDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 100
lb uplift at joint(s) except (jt=lb) 2=357, 7=357.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 88 lb FT = 4%
Job
Truss
Truss Type
Qly
Ply
1679
E2
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:03 2020 Page 1
IO:Oti3V4BoS3hy_zEtMyLgeS4L2-gQ6g85nHYm2tOuugREZ5XNONsEJxgVeDKaD846z2QIA
-1-4-0 4-8-13 7-0-0 10-0-0 10.0.0 15-3-3 20-0.0 21-0-0
1-0-0 4-8-13 2-3-3 3-0-0 340 2-3-3 4-8-13 1-0-0
Dead toad om. • 181n
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
0.16 10-12
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.26 10-12
>904
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.31
Horz(CT)
0.07 8
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
MatrixS
Weight: 951b FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-10-5
oc pudins.
BOT CHORD
Rigid ceiling directly applied or 6-4-0 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 =
1718/0-8-0 (min. 0-1-8)
8 =
1718/0-8-0 (min. 0-1-8)
Max Horz
2 =
74(LC 12)
Max Uplift
2 =
-825(LC 8)
8 =
-825(LC 9)
Max Grav
2 =
1718(LC 1)
8 =
1718(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-3392/1652, 3-4=-3213/1590,
- 4-13=-2972/1500, 5-13=-2972/1499,
5-14=-2972/1499, 6-14=-2972/1500,
TOPCHORD
2-3=-3392/1652, 3-4=-3213/1590,
4-13=-2972/1500, 5-13=-2972/1499,
5-14=-2972/1499, 6-14=-2972/1500,
6-7=-3213/1590, 7-8=-3392/1653
BOT CHORD
2-12=-1485/3023, 12-15=-1527/3192,
15-16=-1527/3192,
11-16=-1527/3192,
10-11=-1527/3192, 8-10=-1411/3023
WEBS
3-12=-207/288, 4-12=-256/810,
5-12=-357/274, 5-10=-357/274,
6-10=-256/810, 7-10=-208/289
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=5.Opsf,
BCDL=5.Opsf; h=18R; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf 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 100
Ito uplift at joint(s) except Ot=lb) 2=825, 8=825.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 258 Ito down and 357 Ito up at 7-0-0, 146
lb down and 205 Ito up at 9-0-12, and 146 Ito
down and 205 lb up at 10-11-4, and 258 lb down
and 357 Ito up at 13-0-0 on top chord, and 343 lb
down and 125 Ib up at 7-0-0, 92 Ib down at
9-0-12, and 92 Ib down at 10-11-4, and 343 lb
down and 125 Ito up at 12-11-4 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=-70, 4-6=-70, 6-9=-70, 2-8= 20
Concentrated Loads (Ib)
Vert: 4=-211(F) 6=-211(F) 12=-329(F)
10=-329(F) 13=-146(F) 14=-146(F) 15=-46(F)
16=-46(F)
Job
Truss
Truss Type
Oty
Ply
1679
F1
HIP GIRDER
1
2
Job Reference (optional)
Southern Truss Co., Fart Pierce, FL 34951 Run: 8.310 s Jul 272019 Print: 8.310 s Jul 27 2019 M7ek Industries, Inc. Fri Jun 26 12:20:04 2020 Pagel
ID:01 i3V4BoS3hy_zElMyL98Sz2jL2-9cg2LRovJ4Ake2Ts?y4K4bZZGdeSZxnNZEziczz2019
-1-4-0 5-4-0 77 1-0 13-0-0
1-40 5-4-0 240 5-40
5.5 =
US=
MMC d( -7116 in
&4 = 35n4 =
LOADING(psf)
SPACING-
1-4-0
CSI.
DEFL.
in
(too)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
0.08
5-6
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.46
Vert(CT)
-0.15
5-6
>973
180
BCLL
0.0 '
Rep Stress Inor
NO
WB 0.38
Horz(CT)
0.02
5
n/a
n/a
BCDL
10.0
Code FBC2017fFP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or
4-11-14 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 =
3234/0-8-0 (min. 0-1-8)
2 =
224210-M (min. 0-1-8)
Max Horz
2 =
49(LC 27)
Max Uplift
5 =
-1196(LC 9)
2 =
-948(LC 4)
Max Grav
5 =
3234(LC 1)
2 =
2242(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-5306/2101, 3-4=-4711/1904,
4-5=-5302/2097
BOTCHORD
2-7=-1894/4837, 7-8=-1844/4711,
6-8=-1844/4711, 6-9=-1893/4843,
9-10=-1893/4843, 5-10=-1893/4843
WEBS
3-7=-764/1885, 4-6=-756/1990
WEBS
3-7=-764/1885, 4-6=-756/1990
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-8-0 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=5.Opsf;
BCDL=5.0psf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
PLATES GRIP
MT20 244/190
Weight: 122 lb FT = 4%
7)' This truss has been designed for a live load
of 20.Opsf 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 Ot=lb) 5=1196, 2=948.
9) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
loads) 1562 lb down and 813 lb up at 5-0-12,
774 lb down and 269 lb up at 7-0-12, and 1161 lb
down and 382 lb up at 9-0-12, and 1161 lb down
and 406 lb up at 11-0-12 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: 1-3=-47, 3-4=-47, 4-5=47, 2-5=-13
Concentrated Loads (lb)
Vert: 7=-1562(B)8=-774(B) 9=-1161(B)
10=-1161(B)
Job
Truss
Truss Type
Qty
Ply
1679
F2
HIP
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:04 2020 Page 1
ID:Oli3V4BoS3hy_zEtMyL98Sz2jL2-9cg2LRovJ4Ake2Ts?y4K4bZcJdilZ00NZEzicZz2Q19
-1<-0 4-4.0 8-X 13-M
1-4-0 4-4-0 4-4-0 4-4-0
40 =
4w =
v4 = a4 =
LOADING(psf)
SPACING-
1-4-0
CSI.
DEFL.
in
(too)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip COL
1.25
TC 0.23
Vert(LL)
-0.03
5-6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.21
Vert(CT)
-0.05
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/FP12014
Matrix-S
Weight: 471b FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-M
oc pudins.
BOTCHORD
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 quide.
REACTIONS. (lb/size)
5 =
365/0-8-0 (min.
0-1-8)
2 =
453/0-8-0 (min.
0-1-8)
Max Horz
2 =
42(LC
10)
Max Uplift
5 =
-113(LC
7)
2 =
-186(LC
6)
Max Grav
5 =
365(LC
1)
2 =
453(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-649/320, 3-4=-557/318,
4-5=-638/312
BOTCHORD
-2-7=-237/552, 6-7=-235/557,
5-6=-239/553
BOT CHORD
2-7=-237/552, 6-7=-235/557,
5-6=-239/553
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Dpsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
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.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M 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 100
lb uplift at joint(s) except (jt=lb) 5=113, 2=186.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
1679
F3
HIP GIRDER
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 272019 MiTek Industries, Inc. FriJun 26 12:20:05 2020 Pagel
ID:0l i3V4BaS3hy_zEtMyL9BSz2jL2-doEDYnoX4N IbFC23ZfcZao6ovl251 Rb WOuiFB?z2018
-1-0-0 3-0-0 6fi-0 10-0-0 13-0-0 14<-0
r i-0-0 3-0-0 I 3-6-0 I 3£-0 3-0-0 1-40
v4 = v4 =
LOADING(psf)
SPACING-
1-4-0
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
0.04
9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
-0.06
9
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.15
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
MatrixS
Weight: 59 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-7-14
oc pudins.
BOTCHORD
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 quicle.
REACTIONS. (lb/size)
2 =
496/0-8-0 (min.
0-1-8)
6 =
496/0-8-0 (min.
0-1-8)
Max Horz
2 =
-26(LC
39)
Max Uplift
2 =
-262(LC
4)
6 =
-262(LC
5)
Max Grav
2 =
498(LC
19)
6 =
498(LC
20)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-850/376, 3-11=-1036/541,
4-11=-1036/541, 4-12=-1036/541,
5-12=-1036/541, 5-6=-850/376
BOTCHORD
2-10=-292f770, 10-13=-2971762,
BOTCHORD
2-10=-292/770, 10-13=-297/762,
9-13=-297/762, 9-14=-309/759,
8-14=-3091759, 6-8=-305f767
WEBS
3-9=-219/397, 5-9=-219/397
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=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrenl with any
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf 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 100
It, uplift at joint(s) except (jt=1b) 2=262, 6=262.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 167 lb down and 117 lb up at 3-0-0, 44 lb
down and 58 lb up at 5-0-12, 44 It, down and 58
Ib up at 6-6-0, and 44 lb down and 58 lb up at
7-11-4, and 167 Ito down and 117 Ito up at 10-M
on top chord, and 62 Ib down at 3-0-0, 25 Ito
down at 5-0-12, 25 lb down at 6-6-0, and 25 Ito
down at 7-11-4, and 62 lb down at 9-11-4 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: 1-3=-47, 3-5=-47, 5-7=47, 2-6=-13
Concentrated Loads (lb)
Vert: 5=13(F)10=-31(F) 9=-13(F) 3=13(F)
4--7(F) 8=-31(F) 11=-7(F) 12=-7(F) 13=-13(F)
14=-13(F)
Job
Truss Type
Qty
Ply
Tmss
1679
Diagonal Hip Girder
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 - Run: 8,310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:06 2020 Page 1
ID:01 i3V4BoS3hy_zElMyL96Sz2jL2-57nom7p9rhQStMdF6N7o90esORPDiwBflYSohRz2Q17
v4=
LOADING(psf)
SPACING-
2-0-0
CS'-
DEFL.
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 10.64
Vert(LL)
-0.01
2-4
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.18
Ved(CT)
-0.02
2-4
>999
180
BCLL
0.0
Rep Stress Incr
NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-1-7
oc purlins.
BOTCHORD
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 quide.
REACTIONS. (lb/size)
3 =
46/Mechanical
2 =
286/0-10-15 (min. 0-1-8)
4 =
37/Mechanical
Max Hom
2 =
116(LC 4)
Max Uplift
3 =
-35(LC 8)
2 =
-183(LC 4)
Max Grav
3 =
83(LC 35)
2 =
291(LC 35)
4 =
74(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=170mph (3-second
gust) Vasd=132mpff TCDL=S.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; End.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) "This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) 3 except (jt=lb) 2=183.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 139 Ib down and 141 Ito up at 1-6-1, and
139 Ib down and 141 lb up at 1-6-1 on lop chord,
and at 1-6-1, and at 1-6-1 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
7) 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)
PLATES GRIP
MT20 244/190
Weight: 161b FT=4%
Standard
Vert: 1-3=-70, 2-4=-20
Concentrated Loads (Ib)
Vert: 5=121(F=61, B=61)
Jab
Truss
Truss Type
Oty
Ply
1679
HJ5
Diagonal Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:06 2020 Page` 1
ID:01i3V4BoS3hy_zEtMyL9BSz2jL2-5?nom7p9rhOStMdF6N7o90erORIR1wBflYSohRz2Ol7
-1-10.10k 6-11-6
1-00-10 6-11-6
as =
LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in
(loc)
Udell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.70
Vert(LL)
-0.11
2-4
>712
240
TCDL 15.0
Lumber DOL
1.25
BC 0.61
Vert(CT)
-0.22
2-4
>356
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
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 =
181/Mechanical
2 =
377/0-10-15 (min. 0-1-8)
4 =
66/Mechanical
Max Horz
2 =
164(LC 4)
Max Uplift
3 =
-141(LC 8)
2 =
-190(LC 4)
Max Gmv
3 =
181(LC 1)
2 =
389(LC 35)
4 =
131(LC 3)
FORCES. (Ib)
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; TCD6-5.0psf;
BCOL=5.Opsf; h=18ft; Cal. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) *This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) except Qt=1b) 3=141, 2=190.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 139 Ib down and 141 lb up at 1-6-1, 139
Ito down and 141 lb up at 1-6-1, and 45 lb down
and 48 lb up at 4-4-0, and 45 lb down and 48 Ito
up at 4-4-0 on top chord, and at 1-6-1, at 1-6-1
, and 12 Ito down at 4-4-0, and 12 lb down at
4-4-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
7) 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
Dowd load DO -IM In
PLATES GRIP
MT20 244/190
Weight: 24 Ib FT = 4%
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 2-4=-20
Concentrated Loads (Ib)
Vert: 5=121(F=61, 8=61)
Job
Truss
Truss Type
Qty
Ply
1679
HJ7
Diagonal Hip Girder
4
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:07 2020 Page 1
ID:01 i3V4BoS3hy_zElMyL985z2jL2-ZBLAzSgnc?VJ WCRg4eliDB2wrfCmI_pFCBMDuz2QI6
-1-10.10 5-2-3 9-9-5
1-10_10 5-2-3 4-7-2
2`a4=
5-2-3
4-7-2
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.53
Vert(LL)
-0.03
6-7
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.52
Vert(CT)
-0.08
6-7
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.35
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix-S
Weight: 41 lb FT= 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or
5-10-15 oc pudins.
BOTCHORD
Rigid ceiling directly applied or 9-5-12 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 =
163/Mechanical
2 =
522/0-10-15 (min. 0-1-8)
5 =
311/Mechanical
Max Horz
2 =
212(LC 22)
Max Uplift
4 =
-144(LC 4)
2 =
-247(LC 4)
5 =
-110(LC 8)
Max Grav
4 =
163(LC 1)
2 =
522(LC 1)
5 =
311(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-8=-812/241, 8-9=-824/272,
3-9=-755/278
TOPCHORD
2-8=-812/241, 8-9=-824/272,
3-9=-755/278
BOTCHORD
2-11=-377/752, 11-12=-377/752,
7-12=-377/752, 7-13=-3771752,
6-13=-377/752
WEBS
3-7=0/276, 3-6=-800/401
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads. -
3)*This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except at --lb) 4=144, 2=247,
5=110.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 139 lb down and 141 lb up at 1-6-1, 139
lb down and 141 Ito up at 1-6-1, 45 Ito down and
48 lb up at 44-0, 45 lb down and 48 lb up at
4-4-0, and 96 lb down and 128 lb up at 7-1-15,
and 96 It, down and 128 lb up at 7-1-15 on top
chord, and at 1-6-1, at 1-6-1, 12 lb down at
4-4-0, 12 lb down at 4-4-0, and 36 lb down at
7-1-15, and 36 lb down at 7-1-15 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
7) 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: 14=-70, 2-5=-20
Concentrated Loads (lb)
Vert: 8=121(F=61, B=61) 10=-82(F=41, B=41)
13=-36(F=-18, B=-18)
Job
Truss
Truss Type
City
Ply
1679
HJ7C
Diagonal Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:08 2020 Page 1
10:Oli3V4BoS3hy_zElMyL98Sz2jL2-1 NvYBorQMIgA6fneEa9GERkAyFwVVmOyUsxvlKz2Ql5
-1-10-10 2-4-0 3-9-15 6-7-14 945
1-10-10 23-4 1-5-11 2-9-15 3-1-7
D-ci L-d DO -1M.n
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
0.16
9-10
>722
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Verl(CT)
-0.20
9-10
>567
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.30
Horz(CT)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 42 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or
3-11-15 oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-8-15 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation ouide.
REACTIONS. (lb/size)
6 =
64/Mechanical
2 =
57610-10-15 (min. 0-1-8)
7 =
456/Mechanical
Max Horz
2 =
212(LC 4)
Max Uplift
6 =
-54(LC 4)
2 =
-315(LC 4)
7 =
-248(1-C 8)
Max Grav
6 =
72(1-C 19)
2 =
576(LC 1)
7 =
456(1C 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-13=-766/215, 3-13=-718/248,
TOPCHORD
2-13=-766/215, 3-13=-718/248,
3-4=-1259/688, 4-5=-1104/576
BOTCHORD
2-15=-339/649, 12-15=-339/649,
11 -1 2=-339/649, 10-16=-655/1075,
9-16=-655/1075, 9-17=-655/1075,
8-17=-655/1075
WEBS
5-9=-109/282, 5-8=-11891725,
3-10=-520/641
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6 except (jt=lb) 2=315, 7=248.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 139 lb down and 141 lb up at 1-6-1, 139
Ib down and 141 Ib up at 1-6-1, and 119 lb down
and 128 Ito up at 7-1-15, and 119 lb down and
128 Ito up at 7-1-15 on top chord, and at 1-6-1,
at 1-6-1, 45 Ito down and 66 to up at 4-4-0, 45 lb
down and 66 lb up at 4-4-0, and 9 lb down at
7-1-15, and 9 Ito down at 7-1-15 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
7) 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: 1-6=-70, 2-11=-20, 7-10=-20
Concentrated Loads (lb)
Vert. 13=121(F=61,6=61)14=-127(F=-64,
B=-64) 16=-91(F=-45, B=-45)
Job
Truss
Truss Type
Qty
Ply
1679
11
Jack -Open
16
1
Job Reference (optional)
6outhem Truss Co., Fart Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:08 2020 Page 1
ID:O1i3V4BoS3hy_zEtMyL9BSz2jL2-1 NVYBOrQMlgA6fneEogGERklAF6NVghyUsxNKz2Q15
-13-0 1-e-0
1-40 1-D-0
n4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deg
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.24
Vert(LL)
-0.00
2
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
-0.00
2
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WE 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 5 Ito FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bmcing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
-42/Mechanical
2 =
214/0-8-0 (min. 0-1-8)
4 =
9/Mechanical
Max Horz
2 =
55(LC 6)
Max Uplift
3 =
-42(LC 1)
2 =
-164(LC 6)
Max Grav
3 =
55(LC 6)
2 = -
214(LC 1)
4 =
18(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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ib uplift at joint(s) 3 except Ol=lb) 2=164.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qly
Ply
1679
J3
Jack -Open
15
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34961 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:09 2020 Pagel
ID:0li3V4BOS3hy_zEtMyL98Sz2jL2-VaTxO8s27wCkpLgoVgVneGRVeRZEHx61WgTImz2Ql4
-1-4-0 3.0-0
1-0-0 I 3-0-0
.1=
3-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL)
-0.00
2-4
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
-0.01
2-4
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC201.7/TP12014
Matrix-P
Weight: 12 Ito FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-0
oc pudins.
BOTCHORD
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 =
54/Mechanical
2 =
271/0-8-0 (min. 0-1-8)
4 =
26/Mechanical
Max Horz
2 =
97(LC 10)
Max Uplift
3 =
-58(LC 10)
2 =
-152(LC 6)
Max Grav
3 =
54(LC 1)
2 =
271(LC 1)
4 =
52(LC 3)
FORCES. (Ib)
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) • This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 3 except Qt=lb) 2=152.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
J3C
Jack -Open
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fn Jun 26 12:20:09 2020 Page 1
ID:01i3V4BoS3hy_zElMyL9BSz2jL2-VaTX08s27wOkpLgoVgVneGRBeSsEHz6jWgTlmz2Ql4
-14-0 3-0-0
1-4-0 3-0-0
fli
W=
2-9-0
0-3-0
LOADING(psf)
SPACING-
2-M
CSI.
DEFL. in
(loc)
I/deb
L/d
PLATES GRIP
TOLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL) -0.00
2-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.06
Vert(CT) -0.00
2-5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017lfP12014
Matrix-P
Weight: 13 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2 *Except*
B2: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOTCHORD
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)
4 =
74/Mechanical
4 =
74/Mechanical
2 =
271/0-8-0 (min. 0-1-8)
Max Horz
2 =
97(LC 10)
Max Uplift
4 =
-48(LC 10)
2 =
-152(LC 6)
Max Grav
4 =
74(LC 1)
4 =
74(LC 1)
2 =
271(LC 1)
FORCES. (lb)
Vex. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES- I
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.0psf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=o.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 4 except (jt=lb) 2=152.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
J5
Jack -Open
19
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 2612:20:10 2020 Pag&1
ID:0li3V4BOS3hy_zEtMyL98Sz2jL2.zmlJcUsguwwtMz OLCBkJspab2kvzkBFyA00gCz2Ql3
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deb
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL)
-0.03
2-4
>999
240
TCDL 15.0
Lumber DOL
1.25
BC 0.26
Verl(CT)
-0.05
2-4
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC201717PI2014
Matrix-P
'
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
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. (lb/size)
3 =
140/Mechanical
2 =
34510-8-0 (min. 0-1-8)
4 =
46/Mechanical
Max Horz
2 =
145(LC 10)
Max Uplift
3 =
-126(LC 10)
2 =
-151(LC 6)
Max Grav
3 =
140(LC 1)
2 =
345(LC 1)
4 =
92(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=5.Opsf;
SCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,W GCpi=0.18; MFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
21 This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding.. 100
lb uplift at joint(s) except (jl=1b) 3=126, 2=151.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT= 4%u
Job
Truss
Truss Type
Qty
Ply
1679
15C
Jack -Open
2
1
Job Reference (optional)
Southern Truss Co., Fart Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:11 2020 Page 1
ID:01i3V4BOS3hy_zEtMyL98Sz2jL2-RybhpgtlfD2k_7VDv izs3MkaS8HiBuOAg9ZMfz2Q12
-1-4-o z-9-o 5-0-0
1-0-o NMI i 2-3-0
h. =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.48
Vert(LL)
0.08
7
>674
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
-0.12
7
>446
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.04
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 19 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins.
BOTCHORD
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)
4 =
163/Mechanical
2 =
345/0-8-0 (min. 0-1-8)
5 =
23/Mechanical
Max Horz
2 =
145(LC 10)
Max Uplift
4 =
-114(LC 10)
2 =
-151(LC 6)
Max Grav
4 =
163(LC 1)
2 =
345(LC 1)
5 =
47(LC 3)
FORCES. (Ib)
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18, MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=1b) 4=114, 2=151.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
1679
J7
Jack -Open
24
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:11 2020 Pagr?1
ID:01 i3V4BoS3hy_zEtMyL98Sz2jL2-RybhpgtnD2k_7VDwrizs3MeHSOJiBROAg9ZMfz2012
-7-4-0 7-0-0
1<-0 7-M
OndLmd DO. -LH In
2.U4=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
I/deft
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.89
Vert(LL)
-0.11
2-4
>695
240
MT20 244/190
TOOL
15.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.23
2-4
>347
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL
10.0
Code FBC2017lrP12014
Matrix-P
Weight: 24 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
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 =
216/Mechanical
2 =
429/0-8-0 (min. 0-1-8)
4 =
66/Mechanical
Max Horz
2 =
193(LC 10)
Max Uplift
3 =
-187(LC 10)
2 =
-160(LC 6)
Max Grav
3 =
216(LC 1)
2 =
429(LC 1)
4 =
132(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=5.Opsf,
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=1b) 3=187, 2=160.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
J7A
Jack -Open
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:12 2020 Page 1
ID:01i3V4BoS3hy_zEtMyL98Sz2jL2-w9930Au QXAbbH4PTdECPHuwJsKQRegYPUv7u5z2QI1
Caad Load Del. - VB In
aa_
7-48
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.42
Vert(LL)
-0.14
1-3
>589
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
-0.28
1-3
>294
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017(fP12014
Matrix-P
Weight: 23 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 7-4-8
oc pudins.
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 quide.
REACTIONS. (lb/size)
1 =
314/0-8-0 (min. 0-1-8)
2 =
244/Mechanical
3 =
70/Mechanical
Max Hoe
1 =
178(LC 10)
Max Uplift
1 =
-93(LC 10)
2 =
-207(LC 10)
Max Grav
1 =
314(LC 1)
2 =
244(LC 1)
3 =
140(LC 3)
FORCES. (Ib)
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=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1 except Qt=lb) 2=207.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
J7C
Jack -Open
3
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 272019 MiTek Industries. Inc. FriJun 26 12:20:12 2020 Pag 1
ID:Oli3V4BoS3hy_zEtMyL98Sz2jL2-w993OAuwQXAbbH4PTdECPHugOsMdRegYPUv7u5z2Q11
Deed U.d Den.. iffi'.n
2.50 =
LOADING(pso
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
0.19
3-6
>409
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
-0.26
3-6
>303
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.12
6
n/a
n/a
BCDL 10.0
Code FBC2017/fP12014
Matrix-R
Weight: 27 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP No.3
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-M
oc purlins.
BOTCHORD
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. (lb/size)
5 =
186/Mechanical
2 =
428/0-8-0 (min. 0-1-8)
6 =
96/Mechanical
Max Horz
2 =
193(LC 10)
Max Uplift
5 =
-134(LC 10)
2 =
-160(LC 6)
6 =
-20(LC 10)
Max Gmv
5 =
186(LC 1)
2 =
428(LC 1)
6 =
115(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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cal. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and fames & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) a This truss has been designed for a live load
of 20.Opsf 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.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6 except Ot=1b) 5=134, 2=160.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
MV2
Valley
2
1
Job Reference (optional)
Southern Truss Co., Fart Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:13 2020 Page 1
ID:01 i3V4BoS3hy_zElMyL9BSz2jL2-OLjREWvYBrISDQib1URxURBuGgFA4wheeegRXz2QID
2-0-0
2-0-0
h4a
LOADING(ps�
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deFl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.05
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00 2
n/a
n/a
BCDL 10.0
Code FBC2017(fPI2014
Matrix-P
Weight: 5 It, FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0
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. (lb/size)
1 =
57/2-0-0 (min. 0-1-8)
2 =
44/2-0-0 (min. 0-1-8)
3 =
13/2-0-0 (min. 0-1-8)
Max Ho¢
1 =
31(LC 10)
Max Uplift
1 =
-18(LC 10)
2 =
-37(LC 10)
Max Grav
1 =
57(LC 1)
2 =
44(LC 1)
3 =
25(LC 3)
FORCES. (Ile)
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. ll; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Intenor(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Gable requires continuous bottom chord
bearing.
3) This truss has been designed for a 10.0 lost
bottom chord live load nonconcurrent with any
other live loads.
4)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M wide will fit between
the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain
value using ANSI/rPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1679
MV4
Valley
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:13 2020 Pagd' 1
ID:O113V4BOS3hy_zEtMyLgeSz2jL2-OLjREVNNYBrISDQfbl LIRxUReaGoiA4wheeegRXz2Q1D
Ws
15.4 II
1sM II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ltd
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-0-0
oc pudins, except end verticals.
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)
1 =
141/4-0-0 (min. 0-1-8)
3 =
141/4-0-0 (min. 0-1-8)
Max Horz
1 =
75(LC 10)
Max Uplift
1 =
-44(LC 10)
3 =
-75(LC 10)
Max Grav
1 =
141(LC 1)
3 =
141(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; VuI1=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf,
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18, MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Gable requires continuous bottom chord
bearing.
3) This truss has been designed fora 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.Opsf 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) 1, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 4%
Job
Truss
Truss Type
City
Ply
1679
MV5
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:14 2020 Page 1
ID:Ol i3V4BoS3hy_zElMyL98Sz2jL2.sXGgRsvAy8QJmEna2GgUi_CTf4UvxArsoOEz_z2Ql?
5-4-0
5-4-0
t.va II
2
W 1 1,W It
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
I/deft
L/d
TOLL 20.0
Plate Grip DOL
1.25
TC 0.70
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-4-0
oc pudins, except end verticals.
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)
1 =
201/5-4-0 (min. 0-1-8)
3 =
201/5-4-0 (min. 0-1-8)
Max Horz
1 =
108(LC 10)
Max Uplift
1 =
-62(LC 10)
3 =
-107(LC 10)
Max Gram
1 =
201(LC 1)
3 =
201(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
:U1
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; ItI Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Gable requires continuous bottom chord
bearing.
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.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M 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) 1 except Qt=lb) 3=107.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 4%
Job
Truss
Truss Type
Qty
Ply
1679
MV6
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:14 2020 Page 1
I D:01 i3V4BoS3hy_zEtMyL98Sz2jL2-sxGgRsvAy8QJraEna2GgUi_8df2EvxArsoOEz_z2Q3?
r.u4 n
2
L4 s 1,5.4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 20 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
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)
1 =
23116-0-0 (min. 0-1-8)
3 =
231/6-0-0 (min. 0-1-8)
Max Herz
1 =
124(LC 10)
Max Uplift
1 =
-71(LC 10)
3 =
-123(LC 10)
Max Grav
1 =
231(LC 1)
3 =
231(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf; -
BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18, MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Gable requires continuous bottom chord
bearing.
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.Opsf 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) 1 except (jt=lb) 3=123.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qly
Ply
1679
V13
Valley
1
1
Job Reference (optional)
$outhem Truss Co., Fort Pierce, FL 34961 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:15 2020 Page 1
ID:01i3V4BoS3hy_zElMyL9BSz2jL2-KkgClBwpjSZASkp_BmnvOvWlb3Lzezy_5S7nVQz2Ql_
6-10.8 13-9-0
6-10-8 6.10-8
ass ua it as c
LOADING(pst)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.65
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.09
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
MatrixS
Weight: 44 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
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)
1 =
244/13-9-0 (min. 0-1-8)
3 =
244/13-9-0 (min. 0-1-8)
4 =
619/13-9-0 (min. 0-1-8)
Max Horz
1 =
55(LC 10)
Max Uplift
1 =
-110(LC 10)
3 =
-120(LC 11)
4 =
-169(LC 10)
Max Gmv
1 =
249(LC 21)
3 =
249(LC 22)
4 =
619(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
WEBS
2-4=-434/319
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
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.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-M 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 100
lb uplift at joint(s) except Qt=lb) 1=110, 3=120,
4=169.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
1679
V17
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.31 U s Jul 27 ZU19 PnnC 8.31U s Jul 27 YU19 Mi I eK Industries, Inc. Fn Jun 26 12:2U:1 b ZUZU
4x4 =
]x4'
9
1.4 1
a 7
10 I `u8 WB=
6
1x4 11
4-10-8
12-10-8
4-1M
a-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL)
n/a -
n/a
999
TCDL
1&0
Lumber DOL
1.25
BC 0.24
Vert(CT)
n/a -
n/a
999
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.09
Horz(CT)
0.00 5
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
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 auide.
REACTIONS. All bearings 17-9-0.
(lb) - Max Horz
1=-72(LC 11)
Max Uplift
All uplift 100 Ito or less at
joint(s) 1, 5, 8 except 9=-239(LC
10), 6=-238(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5 except 8=291(LC 1),
9=439(LC 21), 6=439(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 260 (lb) or less
except when shown.
WEBS
2-9=-338/312, 4-6=-338/312
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
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.Opsf 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 100
lb uplift at joint(s) 1, 5, 8 except OWb) 9=239,
6=238.
LOAD CASE(S)
Standard
3.41
17-M
4-10-8
PLATES GRIP
MT20 244/190
Weight: 63 Ito FT = 4%
Job
Truss
Truss Type
Qty
Ply
1679
V5
Valley
1
1
Job Reference o tional �
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:16 2020 Page 1
ID:Ol i3V4BoS3hy_zEtMyL9BSz2iL2-ow0asxxRUmhl4uOAiT18Z73g ITIt NRgBK6lKOsz2Qkz
SO =
Ws
h4 0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
'Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 16 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-9-0
oc puriins.
BOTCHORD
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)
1 =
193/5-9-0 (min. 0-1-8)
3 =
193/5-9-0 (min. 0-1-8)
Max Horz
1 =
19(LC 14)
Max Uplift
1 =
-68(LC 10) ,
3 =
-68(LC 11)
Max Grav
1 =
193(1-C 1)
3 =
193(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Unbalanced roof
live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vul1=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf,
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
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.Opsf 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 100
lb uplift at joint(s) 1, 3.
LOAD CASE(S)
Standard
Jab
Truss
Truss Type
Qty
Ply
1679
V9
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Fri Jun 26 12:20:16 2020 Pagel
10:01i3V4BOS3hy_zEtMyL9BSz2iL2- OasxxRUmhl4uOAffI8Z73cFTniNQe8K6IKOsz2Q1¢
a.a =
L4 0
4a II
2N o
9-9-0
9-9-0
LOADING(pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.30
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.07
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight: 30 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
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. (lb/size)
1 =
16419-9-0 (min. 0-1-8)
3 =
164/9-9-0 (min. 0-1-8)
4 -
41819-9-0 (min. 0-1-8)
Max Ho' z
1 =
37(LC 14)
Max Uplift
1 =
-74(LC 10)
3 =
-81(LC 11)
4 =
-114(LC 10)
Max Grav
1 =
168(LC 21)
3 =
168(LC 22)
4 =
418(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-4=-293/223
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=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
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.Opsf 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 100
to uplift at joint(s) 1, 3 except (jt=1b) 4=114.
LOAD CASE(S)
Standard