HomeMy WebLinkAboutTRUSS PAPPERWORKSOUTHERN
TRUSS
COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 Fax: (772) 318-0015
Job Number.
J1901728 `
customer:
Valued Customer
Name:
CHAD CROUSE #2459
Address:
FORT PIERCE FL
City, S'T, ZIP. -
General Truss Engineering, Criteria 8r Design Loads
Building Code and Chapter. Computer Program Used.
FBC2017lTP12014 MiTek Version: 8.31 Jun 2
45.0 psf ROOF TOTAL LOAD I N/A '
•••- mg r,umerrty:
-170 mph from MWFIS(Erwelope) LCIC hybrid Wind ASCE 7-10 St. Lucie County
This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
: numbered and with the indentification and date of each drawing.
C
No.
Date
Tmss ID#
1
07/16/19
Al
2
07/16119
A2
3
07/16119
A3
4
07/16/19
A4
5
07116/19
A5
6
07116/19
A6
7
07116/19
A7
8
07/16/19
AB
9
07/16/19
B1
10
07/16/19
B2
11
07/16/19
B3
12
07/16/19
B4
13
07/17/19
B5
14
07/16/19VDI
15
07/16/19
16
07/16H9
17
D7/16/19
18
07/16/19
19
07/16/19
20
07/16/19
21
07116/19
22
07/16118
23
07116119
22
--24-
-07/16/19—
—D3.3--
25
07/16119
D4
Engineer of Truss Design Package SCANNED
BY
Brian M. Bleakly Lucie Ctygpp
St.
FL Reg. Eng. No. 76051 k
2590 N. Kings Highway
Fort Pierce, FL 34951
No.
Date
Truss ID#
26
07/16/19
D5
27
07/16119
E1
28
07/16/19
E2
29
07/16/19
E3
30
07/16/19
E4
31
07116/19
E5
32
07/16/19
E6
33
07/16/19
E7
34
07/16/19
F1
35
07/16119
F2
36
07/16/19
F3
37
07/16/19
F4
38
07116/19
HJ7
39
07/16/19
HJ7A
40
07/16/19
HJ7C
41
07/16119
J7
42
07/16/19
J3
43
07/16119
J5
44
07/16119
J5A
45
07116/19
J7
46
07116/19
RA
47
07/16/19
K1
48
07/16/19
K2
07 UM—
— N1 -
'cs-
—
50
07/16/19
V2
No.
Date
Truss ID#
51
07116/19
V4
52
07116/19
V5
53
07/16/19
V6
54
07/16/19
VB
55
07116/19
V9
56
07/16/19
V10
• ve Gov"i
Page 1 of 1
Job
Truss
Truss Type
Qty
PI
2459
Al
Roof Special
2
1
Job Reference (optional)
SoUtnem I russ Co., Fort Fierce, FL 34951
Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:04:502019 Page 1
ID:RIYOgOdjFmROnfWLIIH5tz4igT-kcpAuHwJumnCeyCzmAAZXBnpagvabJ7lDmCo-g
2
12-11-4
20-0-0
7-11
4i-0
65245687-01 :F41
g20.�20.0
7
5-54
7-0-12
7 -0.0 420
7--
2-0 0.u0yxDYB
SW t2 M, B 3x5�
—
abloaU DaM1=>/iBN
t B
lr
h6G W!
4x6� -
3v5i B
t0
sc
5
n
SaG i
5r6
4
WS
W8 12
sa
3
4>s c
3 13
2
�t
3x9=
Y4 2B 23 22 21
3p 3
29 e 4
tst
Ors=
n 26
as. 4.e= 3os=
to t6 17 is 45=
2x411 6x5_
=
&411 40=
12-7-1012-114
20.0-0
27-40 31-&0
39-7-2 46-2-0 U' 58-7-15
7E-0
5-1-10 10
7-0-12
7-0-0 4-8-0
7-11-2 6-614 &2-0 6-4-0
Plate Offsets MY)—
[4:0-2-4 0-3-01 [8:0-3-0,Edge] [10:0-3-0 Edge] [12:0-2-4 0-3-0] [18:0-24 0-1-12][20:0-6-4 0-3-0] [26.0-2-0 0-3-01
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/de0 L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
0.50 20-21 >949 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.90 20-21 >530 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.74
Horz(CT)
0.14 16 n/a n/a
BCDL 10.0
Code FBC2017lrP12014
MatrixS
Weight: 345 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except*
T3: 2x4 SP No.2
BOTCHORD 2x4 SP No.2 *Except*
132,135: 2x4 SP No.3
B4: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W12: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 3-9-11 oc bracing.
WEBS
1 Row at midpt
5-22, 11-21, 13-18
REACTIONS. All bearings 0-8-0 except (jt=length)
26=0-74.
(lb) - Max Herz
2= 279(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-354(LC 6).
26=-879(LC 10), 16=-1266(LC 11).
14=-547(LC 22)
Max Grav
All reactions 250 lb or less at
joint(s) 14 except 2=744(LC 1).
�. 26=2199(LC 1),16=3061(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
Gxcept when shown.
TOP CHORD
2-3=-778/590, 34=-215/549,
4-5=1715/1110, 5-6=-1822/1176,
6-7=-1677/1200, 9-10=-174911194.
10-11=-1858/1174,
11-12=-2228/1322, 12-13=-1185/815,
13-14=-955/2427
BOTCHORD
2-27=-280/632, 26-27=-280/632,
25-26=-18117797, 4-25=-1734/822,
24-28=447/1505, 23-28=-447/1505,
22-23=447/1505, 21-22=-332/1615,
21-29=-680/2024, 20-29=-080/2025,
17-18=2132/972, 16-17=-2132/972,
14-16=-2132/972
WEBS
3-27=01293, 3-26=-708/356,
4-24=510/1627. 5-24=-615/329,
7-22=124/253. 7-9=1718/1338,
9-21=135/406, 11-21=-564/440,
18-20=360/1039, 12-20=-347/1150,
12-18=-1326/690, 13-18=-1325/3060,
13-16=-2912/1427
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
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-" tall by 2-" wide will fit between
the bottom chord and any other members, with
BCDL = 10.0psf.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 354
lb uplift at joint 2, 879 lb uplift at joint 26, 1266 lb
uplift at joint 16 and 547 lb uplift at joint 14.
LOAD CASE(S)
Standard
Job
Tmss
Tmss Type
Oty
Ply
s
2459
A2
Roof Special
1
1
Job Reference o tional
Souulerrt Truss Co., Fort Pierce, FL e4951 Kun: 8.S1u s Jun Zti 2019 Print: 8.31U s Jun 25 ZU19 MiTek Industries, Inc. Wed Jul 17 09:04:54 2019 Page 1
1 20.00-01 7ID:RIYQgOdjF=ROnNMIH5tz4igTdN2hkezgxI?ledZW17-OFVhyTOH HO(6_u8NAOplyxDY7
7-6I43l. 3&7-2 27-0 256-511f26-0N 70.-0-0d2 7 -2 -0
20 F 6-1-12
My
5a8 i
28 2s
SW 12
n ., 21
44=
Ceatl bH W. -7116 m
34 =
6
9
W!
4zs1
19
14--
11
W8
12
z8
0
19
1
19
Sz9—
3
14
.m
28
Mlll
M�
16
17 16
1s
4x6
3" II
41 = as=
as 11
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/defi
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
0.51 19-20
>925
240
TCDL
15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.90 19-20
>524
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.74
Horz(CT)
0.14 15
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
MatrizS
LUMBER -
TOP CHORD 2x4 SP No.2 `Except'
T1,T5: 2x4 SP M 31
BOT CHORD 2x4 SP No.2'Excepr
B2,B5: 2x4 SP No.3
B4: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W12: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 3-8-13 oc bracing.
WEBS
1 Row at midpt
5-21, 10-20. 13-17
REACTIONS. All bearings 0-8-0 except at --length)
25=0-74,14=0-5-12.
(lb) - Max Horz
2= 299(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=342(LC 6),
25=-890(4C10), 15=1322(LC 11),
14=-795(LC 22)
Max Grav
All reactions 250 lb or less at
joint(s) except 2=740(LC 1),
25=2200(LC 1), 15=3137(LC 22).
k 14=343(LC 11)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
23=768/549, 3-0=223/508,
45=-1703/1043, 5-6=-1812M 134,
6-7=1666/1158, 9-10=1846/1152,
10-11=2069n264,
11-12=220311248, 12-13=1156/715,
13-14=103212494
BOTCHORD
2-26=2851621, 25-26=-285/621,
2425=-1814/852, 4-24=-1737/876,
23-27=505/1493, 22-27=505/1493,
21-22=50511493, 20-21=416/1605,
20-28=-747/1999, 19-28=747/2000,
16-17=2176/995, 15-16=-2176/995,
14-15=-2176/995
WEBS
3-26=0/294, 3-25=-705/354,
4-23=556/1626, 5-23=514/357,
7-21=1041252. 7-9=-1724/1312,
9-20=117/398, 10-20=546/418,
17-19=383/1009, 12-19=-397/1153,
12-17=13301719,13-17=-1364/3079,
13-15=297611546
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
PLATES GRIP
MT20 244/190
Weight: 341 lb FT = 4%
3) All plates are 3x5 MT20 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, with
BCDL.= 10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 342
lb uplift at joint 2, 890 lb uplift at joint 25, 1322lb
uplift atjoint 15 and 795 lb uplift atjoint 14.
LOAD CASES)
Standard
Job
Truss
Truss Type
Oty
Ply
2459
A3
Roof Special
1
1
Job Reference (optional)
Sodthem Truss Co., Fort Plerce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industdes, Inc. Wed Jul 17 09:04:55 2019 Page 1
ID:RIYQgNF=R0nfWtJI H5tz4igT-5ac3x_Si1DVEj5x21mkEBVe9hdsGZA1 N1w7LUyxDY6
Oval Lm -7116M
SM012 M=3A=
h411 6= 3.411 4 = 3 = a 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/detl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
0.51 20-21
>927
240
MT20 244/190
TCOL 15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.91 20-21
>523
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.75
Horz(CT)
0.14 16
n/a
n/a
BCDL 10.0
Code FBC2017/TPl2014
MatrixS
Weight 341 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1,T6: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except*
B2,B5: 2x4 SP No.3
B4: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except'
W12: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 3-8-12 oc bracing.
WEBS
1 Row at midpt
5-22, 11-21, 14-18
REACTIONS. All bearings 0-8-0 exceptOt=length)
26=0-74, 15=0-5-12.
(lb) - Max Horz
2= 296(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=342(LC 6),
26=-885(LC 10), 16=4318(LC 11),
15=798(LC 22)
Max Grav
All reactions 250 lb or less at
joint(s) except 2=740(LC 1).
26=2199(LC 1). 16=3146(LC 22),
�15=342(LC 11)
FORCES. (Ib)
Vex. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=768/546, 34=-221/505,
45=1703/1046, 5-6=1812/1138,
6-7=-1666/1162,10-11=1846/1156,
11-12=2069/1267,
12-13=2202/1251, 13-14=41551716,
14-15=-1029/2501
BOTCHORD
2-27=285/621, 26-27=285/621,
25-26=1814/854, 4-25=-1736/879,
24-28=-507/1493,23-28=-507/1493,
22-23=507/1493, 21-22=-420/1605,
21-29=750/1998. 20-29=-749/1999,
17-18=2183/992, 16-17=-2183/992,
15-16=2183/992
WEBS
3-27=0/294, 3-26=705/354,
4-24=559/1625, 5-24=-614/358,
7-22=-103/252, 7-10=-1737/1323,
10-21 =1 16/397,11-21=546/417,
18-20=584/1008, 13-20=-399/1153,
13-18=-1330f721, 14-18=1368/3090,
14-16=2985/1549
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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 3x5 MT20 unless otherwise
indicated.
5) This truss has been designed for a 10.0 pet
bottom chord live load nonooncurrent with any
other live loads.
6)' This truss has been designed for a five 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 capable of withstanding 342
lb uplift at joint 2, 885 lb uplift at joint 26, 1318 lb
uplift at joint 16 and 798 lb uplift at joint 15.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
A4
Roof Special
1
1
[Job
Reference (optional)
JUfNIVI11 I IUJJ w., rvl I nel4 , rL Y UV I Run: 8.3iO s Jun 26 zuta Print: 8.31u s Jun zo zu19 MrteK mdustnes, Inc. Wed Jul 17 09:04:56 2019 Page 1
ID:RIYQgOdjFmROnMUIH5h4igT-ZrtAR9K_4TcYLstg76QHzmP7 t45yC7cW Bchf7WgxDY5
f2-0-q 7-6-0 12-114 20.0.0 27-0-0 31-7-15 3&7-2 4E2-0 52-4-0 56-571
2-0-0 7-0-0 5S4 7_12 7-0-0 47-15 7-11-2 6-6-14 0.2-0 0.7-72
5R5= 6x5=
SW 12 6 7
AS i
a.5c
e
ms o
9 35
a vn At ws 10
3 i
y 9a5C
0 11
2
yam= 21 25 20 19 2S 18 17 59— 19 4 1224 pj
= M=
9W 11 5X8= us=
9W II Ii10= M= W 11 NS
LOADING(psf)
SPACING-
2-0-01
CS'.
DEFL.
in (loc)
Udell
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC0.73
Vert(LL)
-0,16 17-111
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.82
Vert(CT)
-OAO 17-18
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.93
Horz(CT)
0.06 13
n/a
n/a
BCDL 10.0
Code FBC2017ffP12014
MatrixS
Weight: 349 lb FT = 4%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T4: 2x4 SP M 31
BOTCHORD 2x4 SP No.2 *Except'
B2,B5: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-6
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 3-5-5 oc bracing.
WEBS
1 Row at midpt
5-19, 7-19, 8-18
REACTIONS. All bearings 0-841 except at --length)
23=0-7-4, 12=05-12.
(lb) - Max Horz
2= 278(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-331(LC 6),
23=-830(LC 10), 13=-918(LC 11).
12=-155(LC 23)
Max Grav
All reactions 250 lb or less at
joint(s) 12 except 2=699(LC 21),
23=2332(LC 1),13=2486(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
23=-672/450, 3-4=-91/400,
TOPCHORD
25=-672/450, 3-4=91/400,
45=1705/1075, 5-6=-1809/1197,
6-7=-158411178, 7-8=1969/1245,
8-9=2326/1419, 9-10=2482/1403,
10-11=1620/930, 11-12=395/903
BOTCHORD
2-24=-291/531, 23-24=-291/531,
22-23=-19501925, 4-22=1880/952,
21-25=537/14a8, 20-25=537/1488,
19-20=-537/1488, 19-26=-494/1697,
18-26=-494/1697, 18-27=-890/2240,
17-27=-89012240, 14-15=729/424,
13-14=729/424, 12-13=729/424
WEBS
3-24=01307,.3-23=-720/358,
4-21=673/1798, 5-21=-658/390,
6-19=161/354, 7-19=415/171,
7-18=-235/623, 8-18=-710/500,
15-17=573/1420, 10-17=336/949,
1 0-15=1 177/662,11-15=-1098/2334,
11-13=2328/1321
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-&0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL=10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 331
lb uplift at joint 2, 830 lb uplift at joint 23, 918 lb
uplift atjoint 13 and 155 lb uplift at joint 12.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
i •
2459
A5
Roof Special
1
1
Job Reference o gonal
nun. 8.3 iris dun 26 20ia Frinr. o.viu s dun zo zulu ml lex mdustnes, Inc. Wed Jul 17 09:04:57 2019
DnC Lav10 - WIG h
5.Wr
LOADING(psf)
SPACING-
2-0-0
CS'.
'EFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.19 18-20
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.80
Vert(CT)
-0.40 18-20
>999
180
BCLL
0.0 '
Rep Stress [nor
YES
WB 0.96
Horz(CT)
0.06 13
n/a
n/a
BCDL
10.0
Code FBC20177rP12014
Matrix-S
Weight: 343 lb FT = 4%
LUMBER-
TOPCHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 31
BOTCHORD 2x4 SP No.2 *Except*
132,135; 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-3-7
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 34-2 oc bracing.
WEBS
1 Row at midpt
6-20, 8-18
REACTIONS. All bearings 0-8-0 except at -length)
23=0-7-4, 12=05-12.
(lb) - Max Horz
2= 261(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=329(LC 6),
23=-798(LC 10), 13=893(LC 11),
12=156(LC 23)
Max Grev
All reactions 250 lb or less at
joint(s) 12 except 2=697(LC 21),
23=2336(LC 1), 13=2477(LC 1)
PDRCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2=3=667/432, 34=81/378,
TOPCHORD
23=-667/432, 3-0=-81/378,
45=-1555/1028, 5-6=184311218,
6-7=1855/1299, 7-8=2088/1330,
8-9=-2386/1432, 9-10=2471/1417,
10-11=1631/943, 11-12=-410/888
BOTCHORD
2-24=290/530, 23-24=-290/530,
22-23=1950/938, 4-22=1885/960,
21-25=-509/1368, 20-25=509/1368,
19-20=513/1635, 19-26=513/1635,
18-26�5113/1635, 18-27=382P2206,
17-27=-882/2207, 14-15=-717/438,
13-14=717/438, 12-13=717/438
WEBS
3-24=0/308, 3-23=730/367,
4-21=-691/1759, 5-21=790/425,
5-20=17/443, 6-18=-172/460,
7-18=76/382, 8-18=5261378,
15-17=507/1426, 10-17=324/908,
10-15=-1179/683, 11-15=112912335,
11-13=-2319N337
NOTES.
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7.10; Vult--17omph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf, h=18$ 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 20.0psf on the bottom chord in all areas where
a rectangle 35-0 tall by 241-0 wide will fit between
the bottom chord and any other members, with
BCDL=10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 329
lb uplift at joint 2, 798 lb uplift at joint 23, 893 to
uplift at joint 13 and 156 to uplift at joint 12.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
PIy
2459
A6
Roof Special
1
1
Job Reference o tional
Fl. .a. Ruu. oa m s dun co zero rnnr. o.v1u s dun zo zula MI r eK Inaustnes, Inc. vvea Jul 17 09:04:58 2019
O 1 O -Y6m
&5=
a,=r
a0
n411 "'- &411 410= �= W 11
7S-0 12-7-101211417-11-10 23-00 28-0-0 35-7-05 357-2 48-2-0 520 58511
&1_10_ 10 5-08 5a8 8-0-0 a"^ 21 v0 C.R1d avos
Plate Offsets (X,Y)- 14:0-2A.03-01. (13:0-24 0-2-01 116:0-2-8 0-2-01 rl8.05410-2-81
125:0-2-4 0-3-01
LOADING.(psf)
SPACING- 2-0-0
CSi.
DEFL. in (loc) I/defi L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.73
Vert(LL) 0.14 19 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.29 19-20 >999 180
BCLL 0.0 `
Rep Stress Incr YES
WB 0.99
Horz(CT) 0.06 14 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixS
Weight:3571b FT=4%
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2 `Except`
B2,B5: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-12
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 3-2-12 oc bracing
REACTIONS. All bearings 0-8-0 except at --length)
25=0-74, 13=0512.
(lb) - Max Horz
2= 243(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=326(LC 6),
25=764(LC 10), 14=-872(LC 11),
13=-174(LC 23)
Max Grav
All reactions 250 lb or less at
joint(s) 13 except2=693(LC 21),
25=2337(LC 1),14=2501(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2k3=-662/410, 34=71/353,
45=1413/976, 5-6=1765/1207,
6-7=2016/1406, 7-8=-2016/1406,
8-9=2194/1416, 9-10=2359/1441,
1DA1=2448/1425, 11-12=1608/941,
TOPCHORD
23=662/410, 34=71/353,
45=-1413/976, 5-6=-1765/1207,
6-7=2016/1406, 75=-2016/1406,
8-9=2194/1416, 9-10=-235911441,
10-1 1=2448/1425,11-12=-1608/941,
12-13=447/943
BOTCHORD
2-26=286/525, 25-26=-286/525,
24-25=-19481954, 4-24=-1887/969,
22-23=473/1239, 21-22=543/1567,
21-27=-543/1567, 20-27=543/1567,
20-28=716/1958, 19-28=-716/1958,
18-19=-883/2176, 15-16=-767/472,
14-15=767/472, 13-14=767/472
WEBS
3-26=0/308, 3-25=-736/371,
4-23=705/1712, 5-23=596/467,
5-22=106/572, 6-22=311/132,
6-20=378/792, 7-20=509/446,
8-20=101/259, 8-19=-212/465,
9-19=415/318, 16-18=-611/1397,
11-18=331/883, 11-16=1184/699.
12-16=-116612366,
12-14=2343/1364
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3second
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 = 10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 326
lb uplift at joint 2, 764 lb uplift at joint 25, 872 lb
uplift at joint 14 and 174 lb uplift at joint 13.
LOAD CASES)
Standard
Job
,
Truss
Truss Type
Qty
ply
2459
A7
Roof Special
1
1
Job Reference (optional)
JYI4u1=u, 11 tt a w., rv11 riuf x, rL Jvvo J nun: 8.3 0 s Jun Go 2019 Ynm: t1.J10 a Jun 26 ZU19 MI Iex Industries, Inc. Wed Jul 17 09:04:59 2019 Page 1
ID:RIY7O-7-OdF=ROnMRJIH51z4igT_ LanMlywioZrg0lfOKygCJKdlfunUFyxDY2271u 315T7&✓11(2 7-0 5+&26
OeM lmE Cefl=1R N
N4 II
5.Wl2 54 A8= 5x5-
It
b411 x,411 4r10= M= M 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
VdeB
Ud
PLATES
GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.73
Vert(L-)
-0.30 18-19
>999
240
MT20
2441190
TCDL
15.0
Lumber DOL
1.25
BC 0.89
Vert(CT)
-0.65 18-19
>728
180
MT20HS
187/143
BCLL
0.0
Rep Stress Incr
YES
WB 0.99
Horz(CT)
0.05 14
n/a
n/a
BCDL
10.0
Code FBC201777P12014
Matrix-S
Weight: 330 lb
FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31 *Except*
T5,T1,T6:2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2,B5: 2x4 SP No.3
B4: 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-2
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 3-6-12 oc bracing.
WEBS
1 Row at midpt 5-19
REACTIONS. All bearings 0-8-0 except at --length)
23=0-74, 13=0512.
(lb) - Max Horz
2= 225(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=331(LC 6),
23=-721(LC 10), 14=833(LC 11),
13=-176(LC 23)
Max Grav
All reactions 250 lb or less at
joint(s) 13 except 2=697(LC 21),
23=2333(LC 1), 14=2476(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
73=-667/406, 3A=100/358,
TOPCHORD
23=-667/406, 34=-100/358,
45=-1766/1146, 5-6=-2311/1567,
6-7=2310/1567, 7-8=2311/1567,
8-9=2404/1572, 9-10=-2465/1466,
10-1 1=-1486/970,11-12=-1636/949,
12-13=-421/887
BOTCHORD
2-24=288/528, 23-24=-288/528,
22-23=1962/979, 4-22=-188211012,
21-25=582/1530, 20-25=582/1530,
19-20�582/1530, 19-26=-843/2079,
26-27=-843/2079, 18-27=843/2079,
9-18=293/274, 15-16=-716/448,
14-15=-716/448, 13.14=716/448
WEBS
3-24=0/307, 3-23=597/334,
4-21=�658/1749, 5-21=-561/356,
5-19=540/1091, 6-19=570/580,
8-19=197/455, 8-18=266/453,
16-18�623/1475, 10-18=326/905,
10-1 6=1 1841700, 12-16=1170/2340,
12-14=2318/1364
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) 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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated. 1
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, with
BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 331
lb uplift at joint 2, 721 lb uplift at joint 23, 833 lb
uplift atjoint 14 and 176 lb uplift atjoint 13.
LOAD CASE($)
Standard
Job
Truss
Truss Type
Qty
Ply
1
2459
A8
Roof Special
1
1
Job Reference (optional)
russ Co., Fort Pierce, FL 3495
5. 12
Run: 8.310 s Jun 26 2019 Pnnt: 8.310 s Jun 26 2019 MiTek Industries, Ina Wed Jul 17 09:05:00 2019 Page 1
ae411 ae =s`5- srtMmNs=
W II "'— &411 410= M= aye II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.77
Vert
0.19 20
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.37 19-20
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.93
Horz(CT)
0.05 15
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
MatrixS
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2,135: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING.
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 3-0-9 oc bracing.
WEBS
1 Row at midpt
6-21, 9-21, 13-17
REACTIONS. All bearings OS-0 except at -length)
24=0-74,14=05-12.
(lb) - Max Horz
2= 2071LC 10)
Max Uplift
All uplift 1001b or less at
joint(s) except 2=-320(LC 6),
24=-723(LC 7), 15=-845(LC 6),
14=-263(LC 23)
Max Grav
All reactions 250 lb or less at
joint(s) 14 except 2=681(LC 21),
24=2342(LC 1), 15=2570(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
23=540/376, 34=-53/299,
"=0/340, 55=-1510/1041,
TOPCHORD
2-3=640/376, 34=53/299,
45=0/340, 5-6=1510/1041,
6-7=2293/1570, 7-8=-2293/1570,
8-9=2293/1570, 9-10=2563/1692,
10-11=-2393/1451, 11-12=1392/933,
12-13=-1542/912, 13-14=533/1094
BOT CHORD
2-25=279/504, 24-25=-279/504,
23-24=1 960/994, 5-23=1 896/1012,
22-26=52011328, 21-26=520/1328,
21-27=1173/2562,
20-27=1173/2562, 20-28=894/2129,
19-28=894/2130, 16-17=904/550,
15-16=904/550, 14-15=904/550
WEBS
3-25--0/311, 3-24=727/360,
5-22=700/1701, 6-22=-759/442,
6-21=-721/1345, 7-21=-514/447,
9-21=,396/164, 9-20=337/336,
10-20=-379/704,17-19=-596/1355,
11-1 9=-342/913,11-17=-12121728,
13-17=1245/2451,
13-15=2410/1423
NOTES-
1) Unbalanced roof live loads have been
considered for this design. I
oem lme o.5 - Ws m
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 331lb
FT=4%
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) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
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, with
BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 320
lb uplift at joint 2, 723 lb uplift at joint 24, 845 lb
uplift at joint 15 and 263 Ito uplift at joint 14.
LOAD CASE(S)
Standard
Job
,
Truss
Truss Type
Qty
ply
2469
B1
Roof Special
1
1
Job Reference fopgona0
aoulnem Fuss Co., Fort Fierce, FL 34951 Hun: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTex Industries, Inc. Wed Jul 17 09:05:01 2019 Page 1
2&7-15 I D: RIYQgOdjFmzRDnf W Ll l H5tz4igT-wjzKC22D I8AezeY5v_t8T51 h EecgD—wlzNtY7yxDY0
-2-0-0 780 12-0-0 1987 27-0-0 i 39-1-14 48-2-0 524-0 58-7-15 7-1
' 2-0-0 7-0-0 S2-0 57 -1 7315 2-0-0 2A1 7b14 7h2 6-2-0 Bd0 2-0-0
0.7-15
e Lew0 -w6h
SC912 �-�
7-&0 12-a-0 19-6-1 97-r1.0 31JLn 19.1-1A
AR 2n Cn A n
7J6-0 52-0
6-10-1
7-515
4-8-0
7-574
7-0-2
6-2-0 y6A-0u
Plate Offsets (X,Y)—
(4:0-2-8.03-01 f8:030,0-2-41 f9:0-3-0
0-2-4] fl3:0-2-40-3-01 (18:0-2-0 0-1-81
[21:0-2-0
0-3-41 f25:0-2-8 0-2-121
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.87
Vert(LL)
0.42 20-21
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.87
Vert(CT)
-0.70 20-21
>681
180
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.98
Horz(CT)
0.06 17
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
MatrixS
Weight: 349 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31 'Except-
B3: 2x4 SP No.2
WEBS 2x4 SP No.3'Except'
W11: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or
2-11-15 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-11-15 oc bracing.
WEBS
1 Row at midpt
5-23, 7-22, 12-21, 12-20, 14-18
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz
2=276(1-13 11)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-398(LC 11).
25=1029(LC 10), 17=1231(LC 11),
15=352(LC 24)
Max Grev
All reactions 250 lb or less at
joint(s) 15 except 2=867(LC 1),
25=2231(LC 21),17=2912(LC22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
23=12927777, 3-4=9627736,
45=15921967, 5-6=1738/1103,
TOP CHORD
23=12927777, 3-0=9627736,
45=-1592/967, 55=1738/1103,
6-7=1582/1129, 10-11=1657/1138,
11-12=1757/1112,
12-13=-1985/1167,13-14=-1402/821,
14-15=-836/1884
BOTCHORD
2-26=344/1144, 25-26=344/1144,
24-25=303/866, 23-24=303/866,
23-27=326/1401, 22-27=326/1401,
21-22=275/1530, 21-28=-512/1765,
20-28=-512/1765, 19-20=371/1216,
18-19=371/1216, 17-18=11639/865,
15-17=1639/865
WEBS
3-26=01270, 3-25=576/370,
4-25=1768/892, 4-23=-60511472,
5-23=754/448, 7-22=416/297,
7-10=1629/1291, 10-21=-143/368,
12-21= 414/351, 13-20=1867744,
13-18=1060/595, 14-18=1318/2901,
14-17=2752/1417
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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 3x5 MT20 unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent 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 capable of withstanding 398
lb uplift at joint 2, 1029 lb uplift at joint 25, 1231 lb
uplift atjoint 17 and 362 lb uplift at joint 15.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
2459
B2
Roof Special
1
1
Job Reference (optional)
Southern r Nss Co., Fort vierce, FL 3a9S1 Run: 6.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:02 2019
=12
5
_ 2
7
0
e
10
M
n
vs
912
2
a
r15
29
n
20
19
19
17 i6
as
oem rnm we.=5n5w
LOADING(psf)
SPACING-
24)-0
CSI.
DEFL.
in (loc)
Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
-0.17 18-19
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.37 18-19
>999
180
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.91
Horz(CT)
0.07 15
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatrixS
Weight: 365 Ib FT = 4%
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-
TOPCHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
6-21, 6-20, 7-19, 9-19, 9-18, 12-16
REACTIONS. All bearings 0-8-0.
(Ib) - Max Horz
2= 258(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-197(LC 6),
24=947(LC 10), 15=834(LC 11),
13=203(LC 7)
Max Grav
All reactions 250 lb or less at
joint(s) except 2=312(LC 21),
24=2643(LC 1). 15=2392(LC 1),
13=277(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
8xcept when shown.
TOP CHORD
23=286f724, 34=-1504/923,
45=1395/944, 55=1943/1233,
6-7=1949/1288, 7-8=1763/1299,
TOPCHORD
23=286f724, 34=1504/923,
4-5=1395/944, 55=-1943/1233,
6-7=1949/1288, 7-8=-1763/1299,
8-9=-2002/1317, 9-10=2291/1416,
10-11=-2079/1264,
11-12=2251/1248, 12-13=-90/427
BOT CHORD
2-24=539/411, 23-24=-539/411,
22-23=407/1294, 21-22=407/1294,
21-25=556/1757, 20-25=556/1757,
20-26=414/1715, 19-26=414/1715,
19-27=706/2057, 18-27=706/2057,
17-18=744/1971, 16.17=744/11971,
15-16=305/280, 13-15=305/280
WEBS
3-24=2446/1339, 3-23=-956/2127,
5-23=1051/537, 5-21=-242f781,
6-21=4301260, 7-20=-121/312,
7-19=171/316, B-19=-161/388,
9-19=5001391, 10-18=-6/263,
10-16=509/391, 12-16=1075/2383,
12-15=2224/1231 .
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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 3x5 MT20 unless otherwise
indicated.
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 five 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 capable of withstanding 197
lb uplift at joint 2, 947 lb uplift at joint 24, 834 lb
uplift at joint 15 and 203 lb uplift at joint 13.
LOAD CASE($)
Standard
Job
I
Truss
Truss Type
Qty
Ply
2459
B3
Roof Special
1
1
__
tonal
Co.,
u66 a. rvn r,mim, rl.visa I Run: 6.510 is Jun 20 Nla Ynm: lu s Ju0 2ti ZU79 MI I eK IntluS[nes, Inc. Wed Jul 17 09:05:03 2019
ID:RIYQ90djFmd20nfWtJlH5tz4igT-s655dj4TgmQMCzT1 PvrZtg4gwl488IDDHg
o 1 roe=v4e,
s.e=
s.6=
sao 12 6 7
3.s% anc
9 6
4.6 c
asc
4 ws 8 afic
3,e % 0 d
3 NN d
D4 it
tit
12
3N
TI 20 18 24 16 l] 16 15 T6 n 14 4 5 d
tie 11 art= 9xe= 9R= 3a6= fir6
8$-0 17-1� 25-0.0 337-15 39-10.10 52-40 5&7-15
&5-5 7-10-12 8-7-15 f.9-11 1�_�.5 e_A n
Plate Offsets (X,Y)—
13:0-2-0,0-131, f4:03-0,Edgel f6:0.5-40-2-01 17:0-3-12
0-2-81 rl4:0.2-8 0-3-01 f20:03-8 0-1-81
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.64
Vert(LL)
-0.27 14-16
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Vert(CT)
-0.58 14-16
>907
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.90
Horz(CT)
0.09 14
n/a
n/a
BCDL 10.0
Code FBC20177rP12014
Matrix-S
Weight: 331 Ib FT = 4%
LUMBER.
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-1-9
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS
1 Row at midpt
3-20, 6-19, 6-17, 8-17, 10-14
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz
2=240(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-220(LC 6),
22=-887(LC 10), 14=847(LC 11),
12=-176(LC 7)
Max Grav
All reactions 250 lb or less at
joint(s) 12 except 2=373(LC 21).
22=2539(LC 1). 14=2514(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
-OOP CHORD
23=-204/580, 3-0=1958/1155,
45=1856/1171, 5-6=2091/1332,
6-7=1910/1357, 7-8=2158/1372,
8=9=2196/1362, 9-10=230511344,
TOPCHORD
23=-204/580, 3-4=-1958/1155,
45=-1856/1171, 5-6=2091/1332,
6-7=1910/1357, 7-8=2158/1372,
89=-2196/1362, 9-10=-2305/1344,
10-11=-85/654, 11-12=-2551682
BOTCHORD
2-22=.360/285, 21-22=360/285,
20-21=3601285, 20-23=594/1714,
19-23=594/1714, 19-24=512/1843,
18-24=512/1843, 17-18=512/1843,
17-25=745/2085, 16-25=745Y2085,
15-16=-602/1534,15-26=-602/1534,
26-27=-602/1534, 14-27=-60211534,
12-14=554/442
WEBS
3-22=2338/1298, 3-20---95712258,
5-20=716/4611, 5-19=0/299,
6-19=-44/273, 6-17=-156/295,
7-17=-45/353, 8-17=292/309,
8-16=288/234, 10-16=19W759,
10-14=2810/1405, 11-14=472/371
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 pal
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) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 220
Ib uplift at joint 2, 887 lb uplift at joint 22, 847lb
uplift at joint 14 and 176 lb uplift at joint 12.
LOAD CASE($)
Standard
Job
Truss
Truss Type
Qty
Ply
F
2459
B4
Roof Special
1
1
Job Reference o gonal
hem Truss Co., ron rterce, rL 349b1 stun: 8.31D s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Ina Wed Jul 17 09:05:04 2019 Page 1
f2_2ID:RIYQgOdjF=ROnMRJIH5tz4igT-KIfTg355b3YDg5Hga6Rr55NBVJhotamMRxbYeSyxDXz
8-8-0 I 11" I 2}0-0 + 29-0-0 35-7-15 4&11-8 I 52-4-0 I SfL7-15 f10.7-15
-0.0 e-&0 6-0.7 8310 6-0-0 Ba-0 839 B-0-B 6-40
pay4 LoeS pag v yi6 m
QW 12
5x5—
2411
5r5=
B
7
6
h5G
Us
4
1D
4.51
5
4.5--
N
2
12
1
4.5=
20 t 21
ie
NO It
1e 22
17 23
1s 20
15
14 yg=
5.5=
W=
SaB=
3a5=
Sae=
as 11
880 14-t16 23-0-0
294-0
357-15
4&11-8
52-4-0 58-7.15
8$0 6-0.7 0.3-10
64-0
6-0-D
839
84-8
Plate Offsets (X,Y)—
[15:0-3-8 0-3-01 [17:0-0-0 0-3-01 It9:0-2-4 03-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdef1
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.96
Vert(LL)
-0.14 15-16 >999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.78
Vert(CT)
-0.33 15.16 >999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.98
Horz(CT)
0.07 14 n/a
nla
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 340 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP N0.2'Excepr
T2: 2x4 SPM31
BOT CHORD 2x4 SP No.2
WEBS 20 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
6-18, 7-17, 9-16, 11-15
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz
2= 223(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 2=-183(LC 6),
20=-881(LC 10), 14=785(LC 11),
12=-196(LC 7)
Max Grav
All reactions 250 lb or less at
joint(s) except 2=295(LC 21),
20=2651(LC 1), 14=2399(LC 1),
12=263(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2491762, 3-0=1545/961,
%15=1420/982, 5.6=-2067/1307,
TOPCHORD
23=249/762, 34=1545/961,
45=-14201982, 5-6=-2067/1307,
6-7=-209111457, 7-8=-2091/1457,
8-9=2266/1411, 9-10=2105/1311,
10-11=2279/1294, 11-12=110/468
BOTCHORD
2-20=584/439, 19-20=584/439,
19-21=46011360, 18-21=-460/1360,
18-22=55111815, 17-22=-551/1815,
17-23=-637/1§87,16-23=-637/1987,
16-24=796/2020,15-24=-796/2020,
14-15=3521302, 12-14=-352/302
WEBS
3-20=2465/1366, 3-19=1050/2272,
5-19=1025/615, 5-18=111/625,
6-17=286/622, 7-17=481/408,
8-17=130/356, 8-16=-97/318,
9-16=147/280, 9-15=581/436,
11-15=-1153/2489,
11-14=-2236/1252
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 & 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 3-641 tall by 2-M wide will fit between
the bottom chord and any other members, with
BCDL=10.Opsf.
6) Provide mechanical. connection (by others) of
truss to bearing plate capable of withstanding 183
lb uplift at joint 2, 881 Ito uplift at joint 20, 785 lb
uplift at joint 14 and 196 lb uplift at joint 12.
LOAD CASE(S)
Standard
Job
I
Truss
ss Type
Oty
Ply
2459
BS
TRoofSVeciaI
1
1
Job Reference o tional
Tubb Cu., run Fierce, rL 3455i Run: 8.310 s Jun ZU ZU19 Pnnt: ts.31U s Jun Z6 ZU19 MITeK Industnes, Inc. Wed Jul 17 09:05:05 2019
W=
2,411 h8= h9c
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
Udell
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.96
Vert(LL)
-0.19 13-14
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.42 13-14
>952
180
BCLL
0.0
Rep Stress [nor
YES
WB 0.84
Horz(CT)
0.04 12
n/a
n/a
BCDL
10.0
Code FBC2017frP12014
Matrix-S
Attic
-0.16 13-14
640
360
LUMBER -
TOP CHORD 2x4 SP No.2 `Except*
T3:2x4SPM31
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc pur ins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
6-16,16-20, 12-21
JOINTS
1 Brace at Jt(s): 20. 21, 22
REACTIONS. (lb/size)
2 =
298/0-8-0 (min.0-1-8)
19 =
2247/043-0 (min. 0-2-10)
12 =
1591/03-8 (min.0-1-8)
Max Horz
2 =
478(LC 10)
Max Uplift
2 =
-121(LC 6)
19 =
-741(LC 10)
12 =
408(LC 6)
Max Grav
2 =
298(LC 1)
19 =
2247(LC 1)
12 =
1679(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
23=483/658, 34=1199/506,
45=1071/527, 5-6=-1499f761,
6-7=-23011/1102, 7-8=-2293/1088,
8-9=2293/1088, 9-10=3501704,
10-11=-406f729
BOT CHORD
2-19=505/103, 18-19=-505/103,
17-18=505/103, 17-23=598/1031,
16-23=598/1031, 16-24=539/1333,
15-24=539/1333, 14-15=539/1333,
14-25=540/1323, 25-26=540/1323,
13-26--540/1323, 12-13=537/1325
WEBS
3-19=2053/1199, 3-17=-815/1782,
5-17=782/474, 5-16=-75/467,
6-20=335/1026,14-20=0/583,
7-20=526/463, 20-22=-299/105,
21-22=-299/105, 13-21=0/479,
10-21= 574/432, 11-21=-645/431,
9-20�598/11448, 9-21 =1 934/1024,
12-21=2286/916
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; End.,
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
&5=
PLATES
MT20
OwE tpMp .W%m
GRIP
244/190
Weight: 290 Ib FT = 4%
3) 120.01b AC unit load placed on the bottom
chord, 33-4-0 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 3-641 tall by 2-M wide will fit between
the bottom chord and any other members, with
BCDL = 10.Opsf.
7) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 13-14
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 121
lb uplift atjoint 2, 741 lb uplift atjoint 19 and 408
lb uplift at joint 12.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASES)
Standard
Job
Truss
Truss Type
Qty
Ply
r
2459
B6
Roof Special
1
1
Job Reference o honal
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:06 2019 Page 1
ID:RIYQgOdjF=ROnf WtJIH5tz4lgT-GhnDF16M6hox3PR2iXTJAWSaa7LVLVgfvF4eDLyxDXx
2-0-0
13-10-0 22111 317 311tl 337-11251 42-114
0 1-12 12 2-1570 9
2-7-14
6.5= M= h411 M= W=
a411 &5=
&4= -- h4= &8= —x a411 a,411 m4=
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 • Rep Stress Incr YES
BCDL 10.0 Cade FBC2017/TP12014
LUMBER.
TOP CHORD 2x4 SP No.2 *Except
T1: 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 3-1-13
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
5-21, 14-23
JOINTS
1 Brace at Jt(s): 24, 25
REACTIONS. (lb/size)
2 = 21/0-8-0 (min.0-1-8)
21 = 2593/043-0 (min.0-2-3)
14 = 1522/03-8 (min.0-1-8)
Max Horz
2 = 460(LC 10)
Max Uplift
2 =-226(LC 25)
21 814(LC 7)
14 = 421(LC 6)
Max Grav
2 = 84(LC 7)
21 = 2614(LC 2)
14 = 1578(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
CS]. DEFL. in (loc)
TC 0.73 Vert(LL) -0.2215-16
BC 0.89 Vert(CT) -0.51 15-16
WB 0.95 Horz(CT) 0.03 14
Matrix-S Attic-0.1715-16
TOPCHORD
23=-850/1323, 3-0=-627/1143,
45=609/1250, 5-6=1248/613,
6-7=14541788, 7-8=2892/1423,
8-9=2895/1405, 9-10=2895/1405,
10-11=366/801, 11-12=293/697,
12-13=3301726
BOTCHORD
2-21=1116/439, 21-26=387/528,
26-27=387/528, 20-27=387/528,
19-20=387/528, 19-28=56211103,
18-28=562/1103, 17-18=499/1255,
16-17=499/1255, 16-29=501/1238,
2930=50111238, 1530=501/1238,
14-15=49211241
WEBS
3-21 =571/482, 5-21=-2470/1242,
5-19=258/885, 6-19=451/290,
6-18=-275/694, 7-18=775/521,
18-22=-375/407, 16-22=0/447,
8-22=265/250, 22-25=-263/214,
23-25=263/214, 15-23=01510,
11-23=479/362, 14-23=-2109/828,
23-24=705/371, 13-24=-079/354,
7-22=657/1489, 10-23=2255/1260,
10-22=-603/1608
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
Vden Ud PLATES GRIP
>999 240 MT20 244/190
>792 180
n/a n/a
568 360 Weight: 292 lb FT = 4%..
2) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf,
BCDL=5.Opsf, h=18% 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)120.01b AC unit load placed on the bottom
chord, 334-0 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 nonconcurrentwith 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) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 15-16
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 226
lb uplift at joint 2, 814 lb uplift at joint 21 and 421
Ito uplift at joint 14.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASES)
Standard
Jab
Truss
Tmss Type
Oly,
Ply
'
2459
B7
Roof Special
1
1
Job Reference o tional
vr., r m 4 nICI W, rL . VQ I mun: o.5Iv s Jun zo zuiu Ynnn o.Jlu s Jun 2a zuiu MI I eK Inausmes, Inc. Wea Jul 17 09:05:06 2019
o4m tem o.a •vie m
M= hen ere= 402= me= ee= 5.e= a14=
MWF1-2 4 5
hell "" W= he- °3O- hall h411 5r4=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udeft
Lid
PLATES
GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.57
Vert(LL)
0.33 12-14
>999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.69
Vert(CT)
-0.65 11-12
>620
180
MT20HS
187/143
BCLL
0.0
Rep Stress Incr
YES
WB 0.99
Horz(CT)
-0.02 17
n/a
n/a
BCDL
10.0
Code FBC2017frP12014
MatrixS
Attic
-0.18 11-12
551
360
Weight 2951b
FT = 4%
LUMBER.
TOP CHORD 2x4 SP M 31 *Except*
T3,T4: 2x8 SP DSS, T5: 2x6 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W7:2x4SPM31
BRACING.
TOPCHORD
Structural wood sheathing directly applied or 5-64
oc purlins, except end verticals.
BOTCHORD
WEBceiling directly applied or 5-94 oc bracing.
1 Row at mtdpt
3-15, 8-10
REACTIONS. (lb/size)
2 =
-2521041-0 (min.0-1-8)
17 =
2934/0-8-0 (min. 0-2-7)
10 =
1454/0-3-8 (min.0-1-8)
Max Horz
2 =
443(LC 10)
Max Uplift
2 =
-492(LC 25)
17 =
-959(LC 7)
10 =
442(LC 7)
Max Grav
2 =
182(LC 7)
17 =
2934(LC 1)
10 =
1498(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (Ib) or less
except when shown.
TOPCHORD
23=-1169/1992, 34=874P369,
TOPCHORD
2-3=1169/1992, 3-0=-874/369,
4-5=-1524/779, 5-6=-1521/776,
6-7=1521/776, 7-8=1274/539,
9-10=136/354
BOTCHORD
2-17=1721l722, 16-17=1656/683,
15-16=1656/683, 15-18=-133f720,
14-18=433/720, 13-14=-539/1274,
12-13=539/1274, 12-19=-539/1274,
19-20=539/1274, 11-20=539/1274,
10-11=539/1274
WEBS
3-17=2730/1583,3-15=4213/2591,
4-15=902/592, 4-14=-468/1142,
5-14=10401682, 7-14=-327/524,
7-12=01395, 8-11=0/541,
8-10=2307/972
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3second
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
3) 120.OIb AC unit load placed on the bottom
chord, 334-0 from left end, supported at two
points, 5-" apart
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent with any
other live loads.
7) • This truss has been designed for a live load
of 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL = 10.Opsf.
8) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room.11-12
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 492
lb uplift atjoint 2, 959 lb uplift atjoint 17 and 442
lb uplift at joint 10.
10) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
ss
Truss Type
Oly
Ply
2459
[Clu
Hip
1
1
Job Reference a tional
m6 GU., rmr rrerr , rL. VO I Run: 6.310 s Jun 26 2u19 Print 6.31U s Jun 26 2ul9 MITeK Industries, Inc. Wed Jul 17 09:05:07 2019
&5=
5.W n3
a4N
41 W=
54=
� -V4.
•u— SxS= h8= 9[8= dti0 'hS= '45= 3eS 11
a3 =
LOADING(psf)
SPACING.
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.24 17-19
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.93
Vert(CT)
-0.52 17-19
>928
180
BCLL 0.0
Rep Stress Incr
YES
WB 1.00
Horz(CT)
0.09 12
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
MatrixS
-
Weight 273 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.2 *Except*
T3,T4: 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-10
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-19, 6-16, 10-14, 11-12
REACTIONS. (lb/size)
2 =
151/0-M (min.0-1-8)
19 =
239710-8-0 (min.0-2-13)
12 =
1745/Mechanical
Max Horz
2 =
381(LC 10)
Max Uplift
2 =
-87(LC 6)
19 =
-844(LC 7)
12 =
561(LC 6)
Max Grav
2 =
155(LC 21)
19 =
2397(LC 1)
12 =
1753(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
73=-553/709, 3-4=386/562,
TOPCHORD
23=553t7O9, 3A=386/562,
45=376/682, 5-6=-2029/1177,
6-7=2432/1522, 7-8=-2431/1522,
8-9=2431/1522, 9-10=2194/1359,
10-11=1142/654, 11-12=1741/992
BOTCHORD
2-19=569/252, 18-19=-874/1359,
17-18=-874/1359,17-20=-1030/1812,
16-20=-1030/1812,
16-21=-1236/2194,
15-21=-1236/2194,
14-15=123612194, 14-22=557/1034,
13-22=557/1034
WEBS
3-19=-447/361, 5-19=-2616/1529,
5-17=2081708, 6-17=.277/240,
6-16=4891906, 7-16=-614/539,
9-16=214/362, 9-14=-8501679,
10-14=501/1557, 10-13=-1034f713,
11-13=-833/1570
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=5.0psf; 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=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 87
lb uplift atjoint 2, 844 lb uplift atjoint 19 and 661
lb uplift at joint 12.
LOAD CASE($)
Standard
Job
Truss
Truss Type
Qty
Pry
t
2459
C2
Hlp
1
1
a•_...�__r_.__.._ �_,
.. ____ _. _.__.
_
Job Reference (optional)
I uss w., rUIL Hertz, rL a 951 Run: 8.310 s Jun z6 zuls Fnnt: 8.310 s Jun 26 2019 MTeK Industries, Inc. Wed Jul 17 09:05:08 2019
Mad UW cal.. 19In
55012 64 U5= M= a5= 9.411 W=
5 a
W II h12=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
Vert(LL)
-0.20 15-17
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-0.43 15-17
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.89
Horz(CT)
0.08 12
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
MatrixS
Weight: 277 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.2'Except'
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except*
B4: 2x4 SP No.3, B3: 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
Ri Iiigigceiling directly applied or 2-2-0 oc bracing.
1 Row at midpt
3-18. 5-17, 6-15, 13-15, 8-13, 10-12
REACTIONS. (lb/size)
2 =
2071041-0 (min.0-1-8)
20 =
2333/041-0 (min. 0-2-12)
12 =
1754/Mechanical
Max Horz
2 =
363(LC 10)
Max Uplift
2 =
-94(LC 6)
20 =
360(LC 7)
12 =
-097(LC 6)
Max Grav
2 =
208(LC 21)
20 =
2333(LC 1)
12 =
1754(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-057/539, 34=2056/1059,
TOPCHORD
2-3=457/539, 34=-2056/1059,
45=2033/1092, 5-6=-2761/1674,
6-7=2525/1523, 7-8=-2525/1523,
8-9=1289/828, 9-10=1284/818
BOT CHORD
2-20=405/153, 19-20=405/153,
18-19=-405/153, 18-21 =-1 049/1795,
17-21=-1049/1795,
17-22=-1605/2761,
16-22=160512761,
15-16=160512761, 9-13=585/511,
12-13=440768
WEBS
3-20=217511382, 3-18=1248/2289,
5-18�508/462, 5-17=-660/1256,
6-17=543/480, 6-15=368/183,
8-15=0/309, 13-1 5=-1 404/2340,
8-13=14421a06, 10-13=-104811757,
10-12=1753/1007
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 3-64) tall by 240-0 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 94
lb uplift at joint 2, 860 lb uplift at joint 20 and 697
lb uplift at joint 12.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
i
2459
C3
Hip
1
1
�_.....__r_.__.._
Job Reference (optional)
SS ..u., rm I Vwiw, rL.rrna I nun: 0.31u a Jun zo 201 to YM[: 6.31u s Jun 26 2u19 MITex Industries, Inc. Wed Jul 17 09:05:09 2019
NwI o -Wm
9rt5 =
65=
44= 45= 6,5= 9x0 I gv10C
4 5 9 ) B 9 1911
Is 18
xa
1] 15 W
as II m]= M= W= _5 eve= 5.411
art=
6-0-0 18-0-0 20.2-6 27-0.7 3¢10.9 42-2-2 46-&15
Plate Offsets (X.Y)—
f6:03-0 Edael, f8.0-2-8.03-01 f1P0.7-0
0-2-01 f12.0-3-00-1-81 f1370-3-003-01 f15.0-2-0
0-2-81
f20:0.2-3 0-2-01
LOADING(psf)
SPACING. 2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
0.26 17
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.43 17-18
>999
180
BCLL 0.0 •
Rep Stress Incr YES
WB 0.98
Horz(CT)
0.07 12
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 272 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 31
BOT CHORD 2x4 SP No.2'ExcepY
B4: 2x4 SP No.3
WEBS 2x4 SP No-3 *Except'
W8: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-7-6
oc purlins, except end verticals.
BOTCHORD
IRiiggiceiling directly applied or 4-0-8 oc bracing.
1 Row at midpt
3-20, 4-18, 7-15, 13-15, 8-13
REACTIONS. (lb/size)
2 =
-48/0-8-0 (min.0-1-8)
12 =
1715/Mechanical
21 =
2626/0-8-0 (min. 0-3-2)
Max Harz
2 =
346(LC 10)
Max Uplift
2 =
-250(LC 22)
12 =
-715(LC 6)
21 =
-1006(LC 7)
Max Grav
2 =
128(LC 7)
12 =
1715(LC 1)
21 =
2626(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
23=-829/1202, 3A4 l578/837,
45=2676/1598, 5-6=3060/1808,
6-7=3060/1808, 7-8=-2567/1508,
8-9=1445/869, 9-10=1438/859,
10-11=1384/823, 11-12=1657/1002
BOTCHORD
2-21=1013/500, 20-21 =-1 0131500,
20-23---849/1387,19-23=-849/1387,
18-19=-849/1387, 18-24=158312676,
17-24=1583/2676,
16-17=-1793/3060,
16-25=1793/3060,
15-25=179313060. 9-13=336/320
WEBS
3-21=2481/1540, 3-20=1439/2569,
4-20=-844/613, 4-18=922/1659,
5-1 8= 8521632, 5-17=262/504,
7-15=648/373, 8-15=0/328,
13-115=1446/2428, 8-13=-1324f759,
13-22=1218/2071,
11-22=1241/2089
NOTES-
1) Unbalancedroof 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 psf
bottom chord live load nonconcurrent with any
other live loads.
5)' This truss has been designed for a live load
of 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, 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 250
lb uplift atjoint 2, 715 lb uplift atjoint 12 and 1006
lb uplift at joint 21.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1
2459
C4
Half Hip
1
],Job
._____,_.___
Reference (optional)
u r,wm i U66 �.�., i -u rz. l,w, rL 54vo I Run: o.alu s Jun zo 2u1a Hnnt: 6.31u s Jun ztizU19 MITeK Industn s, Inc. Wed JU117 09:05:10 2019 Pagel
1220.01 1 G-4-D0 . ID: RIYQgOdjF=ROnNJIH5tz4igT-9SOk579sAvJMYOkpxNXFLMd FxkhAH KrEgt2sM6yxOXt
094L_ 11-
O 2-10.0.7 4I qg1
5.5 =
A9= h8= Sag=
I 6-4-0 643 I 11-" 1.6 26-6.7
3a6= 3a5=
3.411
344-9 42-2-2 48-3-15
6d-0 4-a-0 7-8-6 7-10.2
Plate Offsets (X Y)- 14.0-2-12 0-2-81 rl2:0-3-0 0-1-81 r13:0-2-12 0-2-81 r15.0-2-0
0-2$1
7-10.2
[16 0.2-8 0-3-01
7-9-8
11T0.2-4 0-2-01�19:0.2-0
4-1 14
0 1-81
LOADING(psf)
SPACING- 24)-0
68I.
DEFL.
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
Vert(LL)
0.33 16
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.54 15-16
>889
180
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT)
0.07 12
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
MatdxS
Weight 260 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.2 *Except*
T2:2x4 SP M31
BOT CHORD 2x4 SP No.2 *Except*
134: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W2,W7:2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
1Riggid ceiling directly applied or 2-2-0 no bracing.
1 Row at midpt
4-17, 7-15, 13-15, 9-13
REACTIONS. (lb/size)
12 =
1677/Mechanical
2 =
-30010-8-0 (min.0-1-8)
20 =
2917/0-8-0 (min. 0-3-7)
Max Horz
2 =
306(LC 10)
Max Up[R
12 =
-709(LC 6)
2 =
-332(LC 19)
20 =
-1150(LC 7)
Max Gray,
12 =
1677(LC 1)
2 =
229(LC 7)
21) =
2917(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
23=117811854, 3-4=-844/440,
45=2726/1616, 5-6=3456/2024,
6-7=3456/2024, 7-8=5021/17513,
8-9=3021/1758, 9-10=1748/1038,
10-11=1751/1031, 11-12=1614/979
BOT CHORD
2-20=1614/864, 19-20=1614/864,
18-19=487/753, 17-18=-487/753,
16-17=-161612725,
15-16=2024/3456, 10-13=-047/397
WEBS
3-20=2789/1690, 3-19=1538/2703,
4-19=1264/843, 4-17=1318/2301,
5-17=10211762, 5-16=-473/848,
7-16=277/316, 7-15=506/309,
13-15=1693/2841, 9-13=-14097797,
11-13=1358/2302
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18H; 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) Provide adequate drainage to prevent water
ponding.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 709
lb uplift atjoint 12, 332 lb uplift at joint 2 and 1150
lb uplift atjoint 20.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
1
2459
C5
Half Hip
1
1
Job Reference o 8onal
uu,c,,, „�� ,ran rmnz, 171- weo 1 Run: e.3w s dun zo zuiu rnm: C.J1u s Jun 26 2u19 MI I eK Inausmes, inc. wed Jul 17 09:135:11 21319 Pagel
ID: RIYOgOdjFmxROnMnJIH5Iz4igT-dfa6ITAUxDRD9AJOV43U129N N82u0NV02XoPuYyxOXs
2-11 6-0-0 &p.0 15-G46-
5 22-2-6 2&10.7 358-8 42-2-2 3-15
12
66-56-7-10 I 41-14
p1�
0.vS LwS Oa6-n h
5x6= q5= M=,6= h5= Sri-
-&3= 3x111 43=
5mr < 5 6 7 6 6 ID 11 12
PPPOIL14'spi
OR
NO,
-001
w
Ny= 21 M 19 18 17 16 15
3511 N5= M= Sri= h5= Na= SW It
42-2-2
64-0 2-8-0 6-6-5 6-&1 6-8-1 8-e-1 6-7-10
4F3.15
4114
Plate Offsets (X.Y)— f3.0-2-8,u-1-121 f12:0-1-12 0-1-121 (13:03()0.1-81 r14.0.3-8 0-2-121 117:0-2-8 0-3-01 119.0-3-0 0-3-01
[20 0.2-0 0-2-01 f21 L3 0 0 1-81
LOADING(psf)
SPACING- 2-0-O
CSI.IVert(LL)EFL.
in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.98
0.44 17-18 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.94ert(C
_0 70 17-18 >686 180
BCLL 0.0
Rep Stress ]nor YES
WB 0.98orz(CT)
a 05 13 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
MatrixS
Weight: 255 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No.2 *Except*
B4: 2x4 SP No.3
WEBS 2x4 SP No.3 `Except*
W2,W4,W7: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
4-19, 14-16, 10-14
REACTIONS. (lb/size)
13 =
1615/Mechanical
2 =
-713/04W (min.0-1S)
21 =
3391/0-8-0 (min.0-4-0)
Max Horz
2 =
257(LC 10)
Max Uplift
13 =
-683(LC 6)
2 =
-713(LC 1)
21 =
-1373(LC 7)
Max Grav
13 =
1615(LC 1)
2 =
395(LC 7)
21 =
3391(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 25D (lb) or less
except when shown.
'TOP CHORD
2-3=1728/2858, 3-0=375/683,
TOPCHORD
23=1728/2858, 3-0=375/683,
45=-1996/1192, 5-0=3463/2028,
6-7=3463/2028, 7-8=3893/2268,
8-9=-3268/1896, 9-10=3268/1896,
10-11=2139/1261,
11-12=2158/1263, 12-13=-15491941
BOTCHORD
2-21=-2532/1424,20-21=2532/1424,
19-20=537/261, 18-19=119211996,
17-18=2028/3463,
16-17=2268/3893, 11-14=-391l350
WEBS
3-21=3254/1950, 3-20=1625/2796,
4-20=1977/1227, 4-19=1681/2929,
5-1 9=1 332/915, 5-18=962/1687,
7-18=703/542, 7-17=-276/495,
8-16=719/428, 14-16=181213082,
10-1 4=1 230/692, 12-14=1505/2566
NOTES.
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=S.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
2) Provide adequate drainage to prevent water
ponding.
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-" tall by 2.0-0 wide will fit between
the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 683
lb uplift at joint 13, 713lb uplift at joint 2 and 1373
lb uplift at joint 21.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
2459
C6
HALF HIP GIRDER
1
2
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Pnnt: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:16 2019 Page 1
ceeelnm -lah
SODn3
&12
M
5=
y6
-
54
31411 4M=
4
e
e
0 11
2A
I FA
3
jr.1 IDS
1 t'oe r`
.p
dt
54 BO &511 1! 111111
45=
r $ 4D 41 42 93 f9 M 45 1B {8 42
17 68 1
16 1 51 15
52 53 14&10=
U711 M
4.5=
44=
&D= 44= &i8=
ae 11
f0.0
-02-5 170.10 P
2-
3
20.1-9
370.1-513
2-0.22
45
Gr0.0
5-0.
5-0-5 0.514
57-01-53
55
I
I46131135
4
Plate Offsets (X,Y)- [3:0-94 ,0-2-8], [4:0-2-8,0-1.8], [5:0-2-8,0.3-0], [8:0-2-8,03-0], [11:0-2-12,0-1-12], [12:Edge,038], [13:04 4,03-0], [14:0-M,0-0-8],
115:0-24 0-2-121 [17:0-4-0 Edge]
120:03-00-4-81
[21:04-8 0-2-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deff L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL)
0.49 17
>962 240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.91
Vert(CT)
-0.85 17
>563 180
BCLL 0.0
Rep Stress Incr NO
WB 0.87
Horz(CT)
0.07 12
n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixS
Weight: 568lb FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP M 26 •Except•
B4: 2x4 SP No.3, 65: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W2: 2x6 SP No.2
W3,W7,W8: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-15
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except
6-0-0 oc bracing: 20-21.
REACTIONS. (lb/size)
12 =
3451/Mechanical
2 =
-0/0-8-0 (min.0-1-8)
21 =
4316/0-8-0 (min.0-1-13)
Max Harz
2 =
4603(LC 4)
21 =
4418(LC 4)
Max Uplift
12 =
-1500(LC 4)
2 =
REL
21 =
4232(LC 5)
Max Grav
12 =
3489(LC 20)
2 =
1848(LC 5)
21 =
4316(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
Continued on page 2
TOPCHORD
23=-4887/1152, 3-23=-5432/62,
23-24=5432/62, 424=-5432/62,
4-25=9123/1799, 25-26=9123/1799,
5-26=9123/1799,
5-27=1131413420,
27-28=11314/3420,
6-28=1131413420,
6-29=11921/4212,
29-30=41921/4212,
730=11921/4212,
731=1099814248,
3132=10998/4248,
832=10998/4248, 8-33=8474/3448,
3334=-8474/3448,
934=-8474/3448, 9-35=-6455/2763,
3536=-0455/2763,
10-36=3455/2763,
1037=-6611/2815,
3738=-§611/2815,
1138=-6611/2815,
11-12=3307/1461
BOTCHORD
2139=454/3754, 3940=-454/3754,
4041=454/3754, 2041=454/3754,
2042=-62/5432, 4243=-62/5432,
1943=52/5432, 1944=187319219,
4445=1873/9219,
1845=-1873/9219,
1846=3420/11314,
4647=3420/11314,
1747=3420/11314,
BOTCHORD
2139=454/3754, 3940=45413754,
4041=454/3754, 2041=454/3754,
2042=52/5432, 4243=52/5432,
1943=-62/5432, 1944=-1873/9219,
4445=1873/9219,
1845=-1873/9219,
1B46=-3420/11314,
4647=-3420/11314,
1747=3420/11314,
1748=4232111926,
4849=4232/11926,
1649=4232/11926,
1650=4248/10998,
5051=4248/10998,
1551=4248/10998, 15-52=-378/935,
5253=378/935, 14-53=-378/935,
13-14=13/285, 10-13=558/459
WEBS
3-21=4101 /4224. 3-20=3653/6109,
4-20=-2875/1977, 4-19=-2753/4338,
5-19=-1948/1474,5-18=-1796/2503,
6-18=-1059/1020, 6-17=-918/777,
7-17=-190/580, 7-16=-1069/9,
8-16=0/862, 8-15=2910/922,
9-15=0/356, 13-15=3123/7671,
9-13=217V739, 11-13=-3052/7168
Job
Truss
Truss Type
City
Ply
2459
C6
HALF HIP GIRDER
1
2
___,._
_
Job Reference o tional
11565a v , v11 r1011.C, rL J'10J 1
• 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
0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at D-9-0 cc, 2x4 -1 row at 0-9.0 oa
Webs connected as follows: 2x6 - 2 rows staggered
at 0-9-0 cc. 2x4 -1 row at 0-9-0 cc.
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.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
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.
7) • This truss has been designed for a live load of
20.Opsf an 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.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 1500
lb uplift at joint 12 and 4232lb uplift at joint 21.
10) "A" indicates Released bearing: allow for
upward movement atjoint(s) 2.
11) Non Standard bearing condition. Review
required.
12) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 150 lb down and 194 lb up at 7-0-0, 131 lb
down and 194 lb up at 9-0-12, 131 lb down and
194 It, up at 11-0-12, 131 lb down and 194 lb up at
13-0-12. 131 lb down and 194 lb up at 15-0-12.
131 lb down and 194 lb up at 17-0-12, 131 lb down
and 194 lb up at 19-0-12, 131 lb down and 194 lb
up at 21-0-12, 131 lb down and 194 lb up at
23-0-12, 131 lb down and 194 lb up at 25-D-12,
131 lb down and 194 lb up at 27-0-12, 131 lb down
and 194 lb up at 29-0-12, 131 lb down and 194 lb
up at 31-0-12, 131 lb down and 194 lb up at
33-0-12, 131 lb down and 194 lb up at 35-0-12,
131 Ib down and 194 lb up at 37-0-12, 131 lb down
and 194 lb up at 39-0-12, 131 lb down and 194 lb
up at 41-0-12, and 116 lb down and 143 lb up at
43-0-12, and 116 lb down and 143 lb up at 45-0-12
on top chord, and 61 lb down and 63lb up at 7-0-0,
92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb
down at 13-0-12, 92 lb down at 15-0-12, 92 lb
down at 17-0-12, 92 lb down at 19-0-12, 92 lb
down at 21-0-12, 92 to down at 23-0-12, 92 lb
down at 25-0-12, 92 lb down at 27-0-12, 92 lb
down at 29-0-12, 92 lb down at 31-0-12, 92 lb
,down at 33-0-12, 92 lb down at 35-0-12, 92 lb
down at 37-0-12, 92 lb down at 39-0-12, 92 lb
down at 41-0-12, and 79lb down and 40 lb up at
43-0-12, and 79 Ib down and 40 lb up at 45-0-12
.on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
[u¢ o.J iO s Jun Zo Zulu Ynm: a.Jlu s Jun Zo 2uiv MI I eK Incusmes, Inc. Wed Jul 17 u9:u5:16 2019 Page 2
ID:RIVQgOdjF=RdnfWtJIH5tz4igT- cN7LAEdml3WGxBZHdefadsNt9lchiV7CpVAZmyxDXn
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-3=70, 3-11=70, 2-14=20, 12-13=-20
Concentrated Loads (lb)
Vert 3=-131(F) 5=-131(F) 19=46(F) 17=-46(F)
7=131(F) 15=46(F) 9=131(F) 23=-131(F)
24=-131(F) 25=131(F) 26=-131(F) 27=-131(F)
28=131(F) 29=-131(F) 30=-131(F) 31=-131(F)
32=-131(F) 33=-131(F) 34=131(F).35=-131(F)
36=131(F) 37=-101(F) 38=-101(F) 39=19(F)
40=46(F) 41=46(F) 42=46(F) 43=46(F)
44=46(F) 45= 416(F) 46=46(F) 47=-46(F)
48=46(F) 49=46(F) 50=46(F) 51=46(F)
52=46(F) 53=46(F) 54=76(F) 55=76(F)
Job
Truss
Truss Type
Oty
Ply
2459
D1
AtBc
1
1
Job Reference o tional
russ Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Ina Wed Jul 17 09:05:17 2019 Page 1
oeea icm o.e.. sa m
04= _ U4= 3w= 1.411 U12= IA 11 m5=
LOADING(psf)
SPACING.
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.69
Vert(t)
0.38 12-14
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.76
Vert(CT)
-0.72 11-12
>563
180
BCLL
0.0 '
Rep Stress ]nor
YES
WB 0.85
Horz(CT)
0.06 10
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
MatrixS
Attic
-0.19 11-12
521
360
Weight: 243 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W7: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-6-4
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-6-0 oc bracing.
WEBS
1 Row at midpt
10-18, 9-18, 7-18, 3-15
JOINTS
1 Brace at Jt(s): 19
REACTIONS. (lb/size)
10 =
1666/O-3-8 (min.0-1-8)
16 =
1569/Mechanical
Max Horz
16 =
158(LC 10)
Max Uplift
10 =
521(LC 7)
16 =
-490(LC 7)
Max Grav
10 =
1716(LC 2)
16 =
1569(LC 1)
FORCES. (lb)
'Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=158V775, 2-0=1393/793,
- 3-0=2254/1133, 45=-4225/2029,
TOP CHORD
1-2=-1581/775, 2-3=1393/793,
34=2254/1133, 4-5=-4225/2029,
5-0=4225/2029, 6-7=-4349/2101,
7-8=-1355/2434, 8-9=1317/2347,
9-1 0=1 471355, 1-16=1516/783
BOTCHORD
15-20=1070/1924,
20-21=1070/1924,
14-21 =1 070/1924, 13-14=.809/1845,
12-13=-809/1845, 12-22=798/1830,
22-23=-798/1830, 11-23=798/1830,
10-11=790/1807
WEBS
2-15=0/265, 3-14=1051552,
4-14=7441486, 4-17=-912/2004,
12-17=0/349, 11-18=0/556,
8-18= 432/361, 10-18=-2808/1220,
17-19=281/0, 18-19=281/0,
1-15�665/1538, 9-18=2384/1341,
14-17=501/686, 7-17=-1234/2828,
7-18=4093/2291, 3-15=-887/461
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second
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) 120.01b AC unit load placed on the bottom
chord, 2540-0 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 nonooncurrent 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 = I O.Opsf.
6) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 11-12
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 521
lb uplift atjoint 10 and 490 lb uplift at joint 16.
9) NOTE: DUE TO THE OVERALL LENGTH TO
DEPTH RATIO OF THE ROOM, THE FLOOR
MAY EXHIBIT OBJECTIONABLE VIBRATION
AND OR BOUNCE. BUILDING DESIGNER TO
CONSIDER PROVIDING MEANS TO DAMPEN
THESE EFFECTS. TRUSS DESIGN SHALL BE
REVIEWED AND APPROVED PRIOR TO
MANUFACTURING.
10) Attic room checked for 1_1360 deflection.
LOAD CASE(S)
Standard
Job
Truss
Type
Qty
P2459
D2
JAtUU1
1
1
Job Reference o tonal)
1em I hiss Cu., Fuu Fielw, FLave5I Run: 6a1U 5 Jun Zc Zu19 runt: S.JtU s Jun z6 2u19 MITex industries, Inc. Wed Jul 17 09:05:18 2019 Page 1
ID: RIYQgOdjF=ROnf W IJIH5tz4igT-vJNmmsFtINJEVFLMP2h7wDzUC9xYQf6_HeeyxDXI
-& 40 104-6 1E1-0 2Ill 1 2117 21211 311-14
4-8-05b8 5-ti-6 4&11 41-12 41-2 'I_f
aW 1'1 41 _
&4=
4.4= 14= 1w II U12
1[4 II
o.m wm o. -Wsn
a4=
ID 11 '9fe= z'0= M= ---_ 1.411 1.411 &4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udell
L/d'
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL)
0.32 12-14
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.62 11-12
>648
180
BCLL
0:0 '
Rep Stress ]nor
YES
WB 0.89
Horz(CT)
0.07 10
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
MatrixS
Attic
-0.17 11-12
573
360
Weight 239 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-85
oc purlins,. except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-3-11 oc bracing.
WEBS
1 Row atmidpt
7-20, 10-20
JOINTS
1 Brace at Jt(s): 21
REACTIONS. (lb/size)
10 =
1666/0-3-8 (min. 0-1-8)
18 =
1569/Mechanical
Max H=
18 =
110(LC 10)
Max Uplift
10 =
520(LC 7)
18 =
521(LC 7)
Max Grav
10 =
1681(LC 2)
18 =
1569(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=1287/661, 2-3=2125/1146,
3-0=2532/1293, 45=3964/1890,
5-6=-3964/1890, 6-7=-0058/1947,
TOP CHORD
1-2=-1287/661, 23=-2125/1146,
34=2532/1293, 4-5=3964/1890,
53=3964/1890, 6-7=-3058/1947,
7-8=-962/1705, 8-9=951/1663,
9-1 0=1 10/266,1-18=-1532/800
BOTCHORD
16-17=-68011157, 15-16=-680/1157,
14-15=-1146/2125, 13-14=933/2093,
12-13=933/2093, 12-22=-920/2083,
22-23=920/2083, 11-23=920/2083,
10-11=913/2056
WEBS
2-17=-803/487, 2-15=644/1340,
3-15=-805/518, 3-14=201/590,
4-14=737/480, 4-19=-612/1506,
12-19=0/432, 19-21=336/0,
20-21=336/0, 11-20=01524,
8-20=400/342, 9-20=17041980,
1-17=685/1440, 7-19=-1022/2349,
7-20=3583/1972, 14-19=502/660,
10-20=2869/1266
NOTES.
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) 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)120.0Ib AC unit load placed on the bottom
chord, 25-0-0 from left end, supported at two
points, 5-M 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 inall areas where
a rectangle 3-6-0 tall by 2-0-0 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 520
lb uplift at joint 10 and 521 lb uplift atjoint 18.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
D3
Attic
1
1
Job Reference (optional)
oouulem „uss Cv., run Fierce, FL sysol tan: 8.31 u s Jun zo 2u19 fnnt: 6.3lu s Jun 262019 MiTeK Industries, Inc. Wed Jul 17 09:05:18 2019 Pagel
ID: RIYOgOdjF=RgnMUIH5tz4igT-WJVmmsFtINJEVFLMP2h7P2yIWzVt9wMOB_HeeyxDX1
2-8-L0 0 94-8 16-1-0 20-10.11 25-0.7 212'1 33-11-14
246-8-8 68-8 I 49-11 41-12 I 4-1-2 I 4-9-11
&wP2 Ve=
e.4 =
o..a wao.a=seem
4.4= 3v4= 1.4 II 5.12 1.411 4.4=
4 y 6 7 6 9
as
t
w
1e
1
1z;
a4II &1C—
,.
17 ID 15 14 13 12 11 1.
A911 "`"—
°4°—
9,8= -'
1.411
1.411 &4=
2$0
9-0-6
1b1-0
20.10.11
29-2-3
33-11-14
2-8-0
6$8
6A-8
4-9-11
8-3$
49-11
Plate Offsets (X Y)—
12:0-2-12,0-1-121 (7:0-6-0
0-1-81
f10:0-2-00-3-01
If :0-2-003-01 118:OA-0
0-2-121
f19.0-4-0 0-1-141
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
0.38 12-14
>999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.66
Vert(CT)
-0.65 11-12
>622 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.91
HOrz(CT)
0.07 10
n/a n/a
BCDL 10.0
Code FBC20171TP12014
MatrixS
Attic
-0.17 11-12
669 360
Weight: 229 lb FT = 4%9
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4SPNo.3
BRACING-
TOPCHORD
Structural woad sheathing directly applied or 3-6-9
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-9-8 oc bracing.
WEBS
1 Row at midpt
2-15, 10-19, 7-19
JOINTS
1 Brace at Jt(s): 20
REACTIONS. (lb/size)
10 =
1578/0.3-8 (min.0-1-8)
17 =
1538/Mechanical
Max Horz
17 =
61(LC 10)
Max Uplift
10 =
506(LC 7)
17 =
-584(LC 7)
Max Grav
10 =
1593(LC 2)
17 =
1538(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (Ib) or less
except when shown.
TOPCHORD
1-2=-863/476, 2-3=2319/1327,
34=2893/1614, 45=-4196/2255,
55=4196/2255, 6-7=-4322/2334,
TOPCHORD
1-2=-863/476, 2-3=-2319/1327,
3-4=2893/1614, 45=-4196/2255,
55=4196/2255, 6-7=-4322/2334,
75=993/1670,8-9=-969/1607,
1-17=1535/834
BOTCHORD
15-16=5021811, 14-15=-1327/2319,
13-14=-1231/2348,
12-13=-1231 /2348,
11-12=1213/2330,
10-11=-1199/2292
WEBS
2-16=1047/667, 2-15=1002/1831,
3-15=900/651, 3-14=345f729,
4-14=726/518, 4-18=555/1380,
12-18=0/347, 18-20=361/16,
19-20=561/16, 11-19=0/457,
8-19= 401/344, 10-19=-2953/1538,
1-16=734/1391, 9-19=1641/993,
14-18= 4921754, 7-18=1165/2379,
7-19=.3758/2243
NOTES.
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=S.Opst, h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and CZ
Intedor(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) Provide adequate drainage to prevent water
ponding.
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 24)-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 psi) applied only to
room. 11-12
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 606
lb uplift at joint 10 and 584 lb uplift at joint 17.
8) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
ply
Ply
1
2459
D4
Half Hip
1
1
Job Reference (optional)
wuuiem , i uaa w., ron rmnz, rL 54551 Run: 8.5 w s dun zo zu is vnnu d.J1u s Jun zb zU19 MI i ex mausmes, Inc. vvea Jul 17 U9:Ub:19 2U19 Page 1
ID:RIYQgOdjF=ROnf WtJIH5tz4igT-0B38_CGV2gR57PwYzmCMCFUn_MpTuOyZumkgA5yxDXk
O8g 5-t0-5 11.52 1ri11-15 22-672 28-1-9 3&11-14
0-8-0 52-5 6: 13 5-6-13 5813 5{s13 5-10-5
¢ao 1z
4a6=
s.4a-
W— 34= 14= 1.4 II
a4= U4= &4=
4.5=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
0.31 14
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.73
Vert(CT)
-0.49 14-15
>828
180
BCLL 0.0 '
Rep Stress ]nor
YES
WB 0.88
Horz(CT)
0.09 11
n/a
n/a
BCDL 10.0
Code FBC20177rP12014
MatrixS
Weight: 195 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W2: 2x4 SP M 31
BRACING.
TOP CHORD
Structural wood sheathing directly applied or 2-9-15
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 4-5-6 oc bracing.
WEBS
1 Row at midpt 10-12
REACTIONS. (lb/size)
11 =
1516/0-3-8 (min.0-1-13)
17 =
1516/Mechanical
Max Horz
17 =
10(LC 6)
Max Uplift
11 =
-640(LC 6)
17 =
530(LC 6)
Max Grav
11 =
1516(LC 1)
17 =
1516(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-1861/1082, 2-3=-1939/1129,
3-4=3055/1771, 45=3055/1771,
5-6=3418/1978, 6-7=3418/1978,
7-8=.3049/1763, 8-9=3049/1763,
9-10=-1962/1133, 10-11=-1461/896,
TOPCHORD
1-2=186111082, 2-3=-193911129,
3-4=3055/1771, 45=3055/1771,
55=3418/1978, 6-7=-341all 978,
7-8=3049/1763, 8-9=3049/1763,
9-10=1962/1133, 10-11=1461/896,
1-17=1464/892
BOTCHORD
15-16=4129/1939,
14-15=-1771/3055,
13-14=1763/3049,
12-13=1133/1962
WEBS
1-18=1389/2352,16-18=-133512321,
3-16=4105[764, 3-15=777/1351,
5-15=551/491, 5-14=250/439,
6-14=388/345, 7-14=260/446,
7-13=-632/482, 9-13=762/1316,
9-12=1 168/809.10-12=1341 /2321
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second
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) Provide adequate drainage to prevent water
ponding.
3) This truss has been designed for a 10.0 pal
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 640
lb uplift at joint 11 and 630 lb uplift at joint 17.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
DS
Flat Girder
1
1
Job Reference o tional
unern Truss Co., ron Pierce, FL sysai Kun: 8.31u s Jun Z5 Z019 Print 8.310 5 Jun 26 2019 MITex Industries, Inc. Wed Jul 17 09:05:21 2019 Page 1
ID:RIYQgOdjF=ROnf WfJIH5tz4igT-KaBuPtlmalhoMi4x4BEgHgaFyAYFM KIsM4DxFryxDXi
445 &&13 12-96 16-11-15 21-21 255-0 23A 33-11-14
4-0-5 42-9 42-9 42-9 42-9 42-9 42-9 445
Oes1 LwC dft=3'B In
as 11 502= h411 ,-m¢u,u= aap /xID mIArS- .11 &12= as 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Ydefl
Vd
TCLL
20.0
Plate Grip DOL
1.25
TC 0.27
Vert(LL)
0.53
14
>766
240
TCDL
15.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
-0.71
14
>567
180
BCLL
0.0 •
Rep Stress Incr
NO
WB 0.77
Horz(CT)
0.14
10
n/a
n/a
BCDL
10.0
Code FBC2017/fP12014
Matrix-S
LUMBER -
TOP CHORD 2x6 SP M 26
BOT CHORD 2x6 SP M 26
TOP CHORD
WEBS 2x4 SP No.3 *Except*
1-18=2903/1565, 1-19=3937Y2010,
Wl: 2x6 SP No.2, W2: 2x4 SP M 31
19-20=3937/2010, 2-20=-3937/2010,
BRACING-
2-21=3937/2010,
TOP CHORD
21-22=393712010, 3-22=3937/2010,
Structural wood sheathing directly applied or 3-3-7
3-23=-8398/4293,
oc purlins, except end verticals.
23-24=-8398/4293, 4-24=-8398/4293,
BOT CHORD
4-25=8398/4293, 5-25=3398/4293,
Rigid ceiling directly applied or 4-8-3 oc bracing.
5-26=8404/4297, 6-26=-8404/4297,
WEBS
6-27=-8404/4297,
1 Row at midpt
27-28---8404/4297, 7-28=-8404/4297,
3-17, 7-11
7-29=393912013,
2930=3939/2013, 8-30=3939/2013,
REACTIONS. (lb/size)
831=393912013,
18 = 3030/Mechanical
3132=-3939/2013, 932=3939/2013,
10 = 3016/0-3-8 (min.0-2-8)
9-10=2893/1560
Max Uplift
BOT CHORD
18 =-1547(LC 4)
17-35=3444/6723,
10 =-1545(LC 4)
35-36=3444/6723,
Max Grav
16-36=-3444/6723,
18 = 3030(LC 1)
16-37=3444/6723,
10 = 3016(LC 1)
3738=3444/6723,
1538=3444/6723,
FORCES. (lb)
1539=4587/8959,
Max. Comp./Max. Ten. -All forces 250 (lb) or less
1439=4587/8959,
except when shown.
1440=4587/8959,
TOP CHORD
1340=-4587/8959,
' 1-18=-2903/1565, 1-19=-3937/2010,
1341=3449I6729,
19-20=3937/2010, 2-20=393712010,
4142=3449/6729,
2-21=-3937/2010, 21-22=3937/2010,
1242=3449/6729,
_ 3-22=3937/2010, 3-23=-8398/4293,
1243=3449/6729,
23-24=-8398/4293, 4-24=8398/4293,
4344=3449/6729,
Continued on page 2
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 248 lb
FT = 4%
BOTCHORD
1735=3444/6723,
3536=-3444/6723,
16-36=3444/6723,
1637=3444/6723,
3738=3444/6723,
1538=3444/6723,
1539=4587/8959,
1439=4587/8959,
14-40=-4587/8959,
1340=4587/8959,
1341=3449/6729,
4142=-3449/6729,
1242=-3449/6729,
1243=3449/6729,
4344=-3449/6729,
1144=3449/6729
WEBS
1-17=2368/4639, 2-17=587/496,
3-17=3344/1721, 3-16=0/344,
3-15=1019/2010, 415=554/463,
5-15=673/354, 5-14=0/339,
5-13=-6661349, 6-13=-556/466,
7-13=101812009, 7-12=0/345,
7-11=334811722, 8-11=587/497,
9-11=-2371/4642
Job
Truss
Truss Type
Oty
ply
2459
D5
Flat Girder
1
1
.._...__r_.__,._ .-_,...___
_......-.
_ _ ___
JobReference o tional
,u55 ..u., �v�, rivj�, rL,r.ao I nun: o.alu s Jun zc zula runt: ts.Jlu s Jun 26 Zu19 MITeK Industries, Inc. Wed Jul 17 09:05:21 2019 Page 2
ID:RIYOgOdIF=ROnf MJIH5tz4igT-KaBuPtlmalhoMi4x4BEgHgaFyAYFMKIsM4DxFzyxDXl
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) 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 1547
lb uplift at joint 18 and 1545 lb uplift at joint 10.
8) Hanger(s) or other connection devioe(s) shall be
provided sufficient to support concentrated load(s)
141 lb down and 169 lb up at 0-114, 131 Ib down
and 173 lb up at 2-114, 131 lb down and 173 lb up
at 4-114, 131 lb down and 173 Ib up at 6-11.4,
131 lb down and 173 lb up at 8-114, 131 lb down
and 173 Ib up at 10-114, 131 lb down and 173 lb
up at 12-11-4, 131 lb down and 173 lb up at
14-11.4, 131 lb down and 173 lb up at 16-114,
131 Ib down and 173 lb up at 18-114, 131 lb down
and 173 lb up at 20-114, 131 lb down and 173 lb
up at 22-114, 131 lb down and 173 lb up at
24-114, 131 lb down and 173 lb up at 26-114,
131 lb down and 1731b up at 28-114, and 131 lb
down and 173 lb up at 30-114, and 137 lb down
and 174 lb up at 32-114 on top chord, and 98 lb
down at 0-114, 92 lb down at 2-114, 92 lb down
at 4-114, 92 lb down at 6-114, 92 lb down at
8-114, 92 lb down at 10-11-4, 92 Ib down at
12-114. 92 lb down at 14-114, 92 lb down at
16-114, 92 Ito down at 18-114, 92 lb down at
20-114, 92 lb down at 22-114, 92 lb down at
24-114, 92 Ib down at 26-114, 92 lb down at
28-114, and 92 lb down at 30-114, and 96 lb
down at 32-114 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($)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-9=70, 10-18=20
Concentrated Loads (Ib)
Vert: 15=46(F) 4=-131(F) 5=-131(F) 14=46(F)
13=46(F) 6=-131(F) 19=-141(F) 20=-131(F)
21=-131(F) 22=-131(F) 23=-131(F) 24=-131(F)
- 25=-131(F) 26=-131(F) 27=-131(F) 28=-131(F)
29=131(F) 30=-131(F) 31=131(F) 32=-137(F)
. 41
Job
Tmss
Truss Type
Oty
Ply
x
2459
E1
Attic
1
1
Job Reference (optional
rm i murr, , rL 6 va 1 Kun: ts.s1 u s Jun 2e 2u19 Printtutu s Jun 26 2019 M1Tek Industries, Inc. Wed Jul 17 09:05:21 2019 Pagel
ID:RIYOgOdiFmROnrMJIH5tz4igT-KaBuPOmalhoMi4x4BEgHga47AU_ML9sM4DxFzyxDXi
-2-0-0 44-3 &1 -4 &4-2 11-0-13 ILL-112 1 21-7-14
2-0.0 4-4-3 2�-1 iS14 30.11 3&5 OW-4 6314
U4=
4.4 =
&1GA
16-1-12
1
0
21-7-14
6-M
&"
0. d
6-314
_ Plate Offsets (X Y)-
r2:0-1-2 Edge], 14:0-3-0.Edgel r7:0-1-12
0-0-121
18.0.1-12 0-2-81 f8:0-0-0 0-1-121
f10:0.2-00-2-01 112:0.2-0
03-01 (13:0-2-8 0 1-81
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.96
Vert(LL)
0.52 12
>489
240
MT20
244/190
TCDL 15.0 -
Lumber DOL 1.25
BC 0.83
Vert(CT)
-1.11 11-12
>228
180
BCLL 0.0
Rep Stress Incr YES
WB 0.65
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix-S
Attic
-0.2511-12
392
360
Weightl231b
FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2 "Except`
T2:2x4 SP M 31
BOT CHORD 2x4 SP M 31 *Except
B1: 2x4 SP Nc.2
WEBS 2x4 SP No.3
BRACING.
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
WEBceiling directly applied or 6-3-3 oc bracing.
1 Row at midpt 10-13
REACTIONS. (lb/size)
10 =
1046/0.3-8 (min. 0-1-8)
2 =
1230/0-8-0 (min.0-1-8)
Max Horz
2 =
410(LC 10)
Max Uplift
10 =
-276(LC 7)
2 =
-333(LC 10)
Max Grav
10 =
1067(LC 2)
2 =
1230(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
23=-2185/397, 34=1745/309,
45=-1689/314, 5-6=-1444/381,
6-7=-514/693, 7-8=-330/472,
8-9=-407/605
TOPCHORD
23=-2185/397, 3-4=-1745/309,
4-5=1689/314, 5-6=-1444/381,
6-7�514/693, 7-8=330/472,
8-9=-407/605
BOT CHORD
2-12=683/1951, 12-14=541/1429,
14-15=541/1429, 11-15=-541/1429,
10-11=537/1421
WEBS
3-12=-688/268, 5-12=0/621,
6-13=1 984/856,11-13=0/575,
7-13=502/485, 10-13=1762/655,
9-13=635/426
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)120.0Ib AC unit load placed on the bottom
chord, 11-0-0 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) Bottom chord live load (20.0 psi) and additional
bottom chord dead load (5.0 psf) applied only to
room. 11-12
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 276
lb uplift at joint 10 and 333 lb uplift at joint 2.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASES)
Standard
Job
Truss
Tmas Type
Oty
Ply
2459
E2
Attic
1
1
'
Jab Reference (optional)
Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:22 2019
44= 1x411
l a
6-10-0 13-4-0 15-1-12 21-7-14
6-10-4 6-6-1� 1_4�9 1 -1
�tl UW Nt-W161n
44=
d[9 =
Plate Offsets (X,Y)—
12:0-2-8,Edae1 (4:0-5-0,Edael. 16:0-0-7 0-2-01 17:0-2.8
0-1-121 (10:0-2-00-2-81 [12:0-2-00-3-01
N 3:0-5-00-2-101
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefi
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
0.51 12
>501
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.82
Vert(CT)
-1.05 11-12
>242
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.98
Hom(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
MatrixS
Attic
-0.24 11-12
406
360
Weight. 123 lb
FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31 'ExcepC
T3: 2x4 SP No.2
BOTCHORD 2x4SP'M31 •Except-
81: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 645 oc bracing.
WEBS
1 Row at midpt 10-13
REACTIONS. (Ib/size)
10 =
1046103-8 (min. 0-1-8)
2 =
1230/0-8-0 (min.0-1-8)
Max Harz
2 =
362(LC 10)
Max Uplift
10 =
-285(LC 7)
2 =
332(LC 10)
Max Grav
10 =
1067(LC 2)
2 =
1230(LC 1)
FORCES. (Ib)
Max. CompdMax. Ten. -All forces 250 (lb) or less
except when shown.
fOP CHORD
2-3=-2197/442, 3-0=1762/363,
45=1707/365, 5-6=1460/433,
6-7=-447/811, 7-8=-691/1011,
8-9=-631/899
TOPCHORD
2-3=-2197/442, 3-4=-1762/363,
45=1707/365, 5-6=1460/433,
6-7=-047/811, 7-8=691/1011,
8-9=-631/899
BOTCHORD
2-12=66811962, 12-15=535/1448,
15-16=535/1448, 11-16=-535/1448,
10-11=526/1445
WEBS
3-12=684/269,5-12=0/624,
6-14=2259/851, 13-14=2281/859,
11-13=0/570, 8-13=-547/441,
9-13=913/641, 7-13=171/313,
10-13=1782/636
NOTES.
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsfi, h=18ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior()) 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)120.0Ib AC unit load placed on the bottom
chord, 11-M from left end, supported at two
points, 5-0-0 apart.
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
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 fora 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) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 11-12
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 285
lb uplift at joint 10 and 332 lb uplift at joint 2.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
ply
1
2459
E3
Attic
1
1
Job Reference o fional
uthem Truss Co., on Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:23 2019 Page 1
ID:RIYQgOdjF=ROn MIH5tz4igT-HylfpZJOO�Wb0EJCbGIM5fVJ-91gG79p0i2JsyxDXg
-2-1-0 44-3 6114 a-0-2 9-0-13 11-4-0 iS1-12 21-7-14
2-0.0 44-3 2S7 1-514 1-0-11 1-11-3 3&12 6-6-2
Oeatl fueOOefl..5H8'v,
H] _
1:4 II
4.4=
8
7
g
34
=
S
4II
W
sao 12
4
tr4
n
a10—
.4c
3
2
1 1 4 4
11 14
1s
iS
Us=
US=
1x4 II
S
k4=
6-10-4
11A-0
151-12
21-7-14
6-16-0
4512
39-12
6-6.2
Plate Offsets (X,Y)—
f2.0-2-8.Edge1 [6.0.5-40-2-01 [9:0-2-00-2-81 T11-6 2-8 0-341 [12:05-0 Q- -101
LOADING(psf)
SPACING- 2-0-0
C81.
DEFL.
in (too)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL)
-0.28 10-11
>901
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.6410-11
>397
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.62
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Attic
-0.2210-11
460
360
Weight 125lb
FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 -Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31 'Except*
B1: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-7-10
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-7-11 oc bracing.
WEBS
1 Row at midpt
5-12, 9-12
REACTIONS. (lb/size)
9 =
104610-3-8 (min. 0.1-8)
2 =
1230/0-8-0 (min.0-1-8)
Max Horz
2 =
314(LC 10)
Max Uplift
9 =
-293(LC 7)
2 =
325(LC 10)
Max Grav
9 =
1067(LC 2)
2 =
1230(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
23=-2217/492, 34=-1893/440,
45=-1608/504, 6-7=502/802,
7-8=-577/769
TOPCHORD
23=-2217/492, 34=-1893/440,
45=1608/504, 6-7=-602/802,
7-8=577f769
BOT CHORD
2-11=656/1967, 11-14=-561/1623,
14.15=561/1623, 10-15=561/1623.
9-10=559/1591
WEBS
3-11=499/232, 4.11=0/582,
5-13=1 794/418,12-13=17831416,
10-12=0/522, 7-12=459/400,
8-12=787/588, 6-12=-632/565,
9-12=1870/642
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.Opsfi
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)120.01b AC unit load placed on the bottom
chord, 11-0-0 from left end, supported at two
points, 5-0-0 apart.
A) 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 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
7) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 10-11
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 293
to uplift at joint 9 and 325 lb uplift at joint 2.
9) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE($)
Standard
Job 1
Truss
Truss Type
Qty
Ply
2459
E4
Common Supported Gable
1
1
Job Reference (optional)
soumem i russ co., rort Pierce, rL 349b1 Hun: 6.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:24 2019 Page 1
ID:RIYOgOdIF=ROnf WtJIH5tz4igT-19s11vKetD3NDApwlJnXvJCigNfOzs9122RbslyxDXf
-2-0-0 11-0-0 22-0-0 24-0-0
2-0.0 I 11-0-0 I 11-0-0
&4 =
W
4.4 =
19 17 16 m 14 g4v
9W =
LOADING(psf)
SPACING-
24)-0
CSI.
DEFL.
in
(loc)
I/defi
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.55
Vert(LL)
-0.03
13
n/r
120
TCDL
15.0
Lumber DOL
1.25
BC 0.21
Vert(CT)
-0.05
13
n/r
120
BCLL
0.0
Rep Stress Incr
YES
WB 0.05
Horz(CT)
0.00
12
n/a
We
BCDL
10.0
Code FBC20171TPI2014
Matrix-S
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4SPNo2
OTHERS 2x4 SP No.3
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
REACTIONS. All bearings 22-0-0.
(lb) - Max Horz
2=416(LC 11)
Max Uplift
All uplift 100 lb or less at
joint(s) 21, 22, 23, 18, 16, 15, 14
except 2=-206(LC 6). 20=-101(LC
10), 12=-211(LC 7)
Max Grav
All reactions 250 lb or less at
joint(s) 19, 20, 21, 22, 23, 18,
16, 15, 14 except 2=322(LC 1),
12=322(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
-6-7=109/255, 7-8=109/255
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Intedor(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) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as perANSI(TPI 1.
4) All plates are 1x4 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord
bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent with any
other live loads.
8) • 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.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 21, 22, 23. 18, 16, 15, 14
except Qt=1b) 2=206, 20=101, 12=211.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 109 Ib FT = 4%
9a
Job
Truss
Truss Type
Oty
ply
1
4
2459
ES
Attic
1
1
Job Reference (optional)
zlss Co., Fort Pierce, FL 3495
588 12
tr4 O
3
2
1
Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek
ID:RIYQg0djFmxR0nf W tJIH54
8-0-2 ILUP 11-0-0 12-1-3 137-14 15-1-12 17
—� 15-14 1-6-11 }1-1-311-131 1E-11 1574 2
14=
6
M 26=
e 7
vn
a4 II L411
4 e
13
U4=
16 12
U7=
Ina Wed Jul 17 09:05:24 2019 Page 1
IA
8
a-10-4 15-1-12 i 22-0-0
6-10-4 B-3-8 r 1"
3.s=
o444uo4o. -lnh
ILI
Plate Offsets (X Y)—
12:0-2-8Edcel 15:0-0-9 0-0-01 16:0-2-0 Ednel 17:0-0-9
0-0-01 (10:0-2-8 Edoel rl2:0-3-8 0.9-01
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC '0.68
Vert(LL)
-0.36 12-13
>720
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.67
Vert(CT)
-0.83 12-13
>310
180
BCLL 0.0
Rep Stress Incr YES
WB 0.60
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Attic
-0.22 12-13
462
360
Weight 96 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-0-9
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
2 =
122910-8-0 (min. 0.1-8)
10 =
1229/0-8-0 (min. 0-1-8)
Max Horz
2 =
-116(LC 11)
Max Uplift
2 =
341(LC 10)
10 =
341(LC 11)
Max Grav
2 =
1229(LC 1)
10 =
1229(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-2268/509, 3-4=1924/450,
4-5=-1608/509, 5-6=39/1073,
6-7=-39/1073, 7-8=-1608/509,
- 8-9=-19241450, 9-10=-2268/509
BOTCHORD
2-13=359/2014, 13-14=150/1638,
14-15=150/1638, 12-15=150/1638.
10-12=-244/2014
BOTCHORD
2-13=35912014,13-14=-150/1638,
14-15=150/1638, 12-15=150/1638,
10-12=244/2014
WEBS
5-7=28011594, 8-12=0/662,
9-12�517/254,4-13=0/662,
3-13=517/253
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) 120.0Ib AC unit load placed on the bottom
chord, 11-M from left end, supported at two
points, 5-0-0 apart.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrentwith any
other live loads.
5) `This truss has been designed fora live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-M 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. 12-13
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except (jt=1b) 2=341, 10=341.
8) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
2459
E6
Attic
4
1
Job Reference o tonal
Ahern Truss Go., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:26 2019 Page 1
00.-00 I D:RIYQgOdjFmROnPMIH5tz4igT-DLQPEFLGeWCErWiJOJmSWkrSMTIArSGiB9OkyxDXe
05g1I11-10-0112-1111 1&7-11141157-1142 127-2 0-0
1i --31-I 1-034I 62-7134 4
a4 =
e
ae= 7
6 �
Y,3
34 II as it
609 rz 4 e
1v40
3
14x4
u 1s 14 n
&4= y7=
1.4 i
9
Deed gem oea =1rs
m4 =
a
Plate Offsets (X,Y)—
r2:0-2-2.Edge1. r5:0-1-1,0-0-01,16:0-2-0 Edpel r7:0-1-1
0-0-01 110:0-2-2 Edgel [11-.03-8 0-3-41
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Ildeft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL)
-0.36 11-12
>715
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.67
Vert(CT)
-0.83 11-12
>308
180
BCLL 0.0
Rep Stress Incr YES
WB 0.60
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Attic
-0.22 11-12
460
360
Weight: 93 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-2-13
oc puriins.
BOTCHORD
Rigid ceiling directly applied or 9-9-0 oc bracing
REACTIONS. (lb/size)
10 =
1052/0-8-0 (min.0-1-8)
2 =
1238/0-&0 (min. OA-8)
Max Horz
2 =
136(LC 10)
Max Uplift -
10 =
-250(LC 11)
2 =
-343(LC 10)
Max Grav
10 =
1071(LC 2)
2 =
1238(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2290/564, 3-4=1949/515,
4-5=-1633/574,5-6=85/1091,
6-7=-96/1096, 7-8=-1629/562,
8-9=-1963/552, 9-10=-2352/723
BOTCHORD
2-12=-412/2033, 12-13=32011663,
13-14=320/1663, 11-14=320/1663,
10-11=-001/2108
BOTCHORD
2-12=412/2033, 12-13=320/1663,
13-14=320/1663, 11-14=320/1663,
10-11=-601/2108
WEBS
5-7=284W713, 8-11=07711,
9-11=-594/339, 4-12=01663,
3-12=516/251
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) 120.0Ib AC unit load placed on the bottom
chord, 11-M from left end, supported at two
points, 5-0-0 apart
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-G-0 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 at --lb) 10=250, 2=343.
8) ATTIC SPACE SHOWN IS DESIGNED AS
UNINHABITABLE.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
F7
HALF HIP GIRDER
1
5
FJobReference
(optional)
uao w., Fwi rie,c , rL 54wa i nun: 8.a1u s Jun zc zu19 Ynnt tf.J1u s Jun zti zu19 MI reK Industries, Inc. Wed Jul 17 09:05:27 2019
40 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL
in
(too)
UdeO
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.20
4-13
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.45
Vert(CT)
-0.31
4-13
>678
180
BCLL
0.0
Rep Stress ]nor
YES
WB 0.72
Horz(CT)
0.15
9
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x6 SP M 26
BOTCHORD 2x6 SPNo:2 *Except*
B2: 2x6 SP M 26, B3: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W8: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except
6-0-0 oc bracing: 2-15,9-10.
REACTIONS. (lb/size)
2 =
5847/041-0 (min. 0-1-8)
9 =
7812/0-8-0 (min.0-1-13)
Max Horz
2 =
318(LC 8)
Max Uplift
2 =
-2492(LC 4)
9 =
-3253(LC 5)
Max Grav
2 =
5847(LC 1)
9 =
7812(LC 1)
FORCES. (lb)
Max. Comp.[Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
23=2258U56, 34=-1739/563,
45=18787/8002, 55=10226/4278,
Continued on page 2
TOPCHORD
2-3=22587756, 3-4=-1739/563,
45=18787/8002, 55=40226/4278,
6-7=-4476/1881, 7.8=4366/1834,
8-9=7032/2968
BOTCHORD
4-13=7761/17739,
13.16=-7932/18166,
16-17=7932118166,
12-17=-7932/18166,
12-18=3851/9035,
18-19=3851/9035,
11-19=-3851/9035, 10-11=342/949
WEBS
5-13=2196/5177,5-12=-9436/4224,
6-12=329517741, 6-11=5084/2672,
8-11=3411/8112, 3-15=289I721
orerm4 wa-snex
x4n 45=
7 0
2ULTI 2 9-3 �
4-0], 111:0-2-12,03-12],
PLATES GRIP
MT20 244/190
Weight 656 lb FT = 4%
1) 5-ply truss to be connected togetherwith 10d
(0.131'SKT') nails as follows:
Top chords connected as follows: 2x4 -1 row at
0-9-0 oc, 2x6 - 2 rows staggered at D-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 04-0 oc, 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 2 rows
staggered at 0-5-0 oc, Except member 12-5 2x4 -
1 row at 0-9-0 oc, member 12-6 2x4 -1 row at
0-9-0 oc, member 11-6 2x4 - 1 row at 0-9-0 oc,
member 9-11 2x4 -1 row at 0-9-0 oc, member
11-8 2x4 -1 row at 0-9-0 oc, member 15-3 2x4 -1
row at 0-9-0 oc.
Attach TC&BC w/l/2" diam. bolts(ASTM A307) in
the center of the member w/washers at 4-0-0 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) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; 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
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.
Job
Truss
Truss Type
Oty
Ply
2459
F1
HALF HIP GIRDER
1
5
Job Reference (optional)
Souznem I cuss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:27 2019 Page 2
ID:RIYOgOdjFmxROnfWtJIH5tz4igT-9kY9&MXA8Sy4dX4RRLEXxgCMbcHm2TlkOgGSdyxDXc
NOTES-
6) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
-rectangle 3-641 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except at --lb) 2=2492, 9=3253.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
3469lb down and 1549 lb up at 7-1-8, 1595 lb
down and 703 lb up at 9-0-12, 1657Ib down and
729 lb up at 11-0-12, 1695 lb down and 735 lb up
at 13-0-12, and 1734 lb down and 717 lb up at
15-0-12, and 1733 lb down and 681 lb up at
17-0-12 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: 1-6=-70, 6-8=-70, 2-14=-20, 4-11=-20,
9-10=-20
Concentrated Loads (Ib)
Vert 13=3469(B) 16=-1595(B) 17=-1657(B)
18=1695(B)19=1734(13) 20=-1725(B)
Job �
Truss
Truss Type
Oty
2459
F2
Half Hip
1
7Job
Reference (optional)
,rrco I Run: D.aiu s Jun zo zu19 runt: ts.31u s Jun zu zu19 MITeK Inoustnes, Inc. Wed Jul 17 09:05:28 2019
W=
Deafl D -NISN
9W II
mW=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in-`(loc)
VdefI
L/d
PLATES
GRIP
TCLL
20.0
Plate Gdp DOL
1.25
TC 0.97
Vert(LL)
0.19 4-13
>999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.31 4-13
>690
180
MT20HS
187/143
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.50
Horz(CT)
0.16 9
n/a
n/a
BCDL
10.0
Code FBC20171TP12014
MatrixS
Weight: 112 Ib
FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 `Except'
T2: 2x6 SP M 26
BOTCHORD 2x4 SP No.2 *Except*
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-11-14 oc bracing
REACTIONS. (lb/size)
2 =
1006/043-0 (min.0-1-8)
9 =
792/0-8-0 (min.0-1-8)
Max Horz
2 =
283(LC 10)
Max Uplift
2 =
384(LC 6)
9 =
-316(LC 7)
Max Grav
2 =
1006(LC 1)
9 =
792(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
23=-298/0, 4-5=-1945/832,
5-6=1254/611, 6-7=583/334,
75=548/314, 83=758/442
BOTCHORD
4-13=951/1856, 12-13=-951/1856,
11-12=-607/1114, 7-11=362/323
BOTCHORD
4-13=351/1856, 12-13=951/1856,
11-12=-607/1114, 7-11=362/323
WEBS
5-12=918/439, 6-11=-610/311,
8-11=524/911, 6-12=-159/540
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) 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) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except at --lb) 2=384, 9=316.
LOAD CASE(S)
Standard
Job
Truss
ype
Qty,
Ply
2459
F3
FHalfHip
1
1
Cam. AF..... T..._n 1.. C..N
n:_�_ �, nin��
..__ _.. _ _ __ __ __ _ _ _
_
__ J_o_b_Re_ ference o Monal
I I--. ••::_: �.na.,i nun.6.310 S Jun 2620 i 9 Prim:8.31 u s Jun zu Zulu MI I eK Inousmes, Inc. Wed Jul 17 09:05:28 2019
m1=
spa=
wmt dW.-114m
aw II a4=
9
w=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
0.23
4-13
>944
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.66
Vert(CT)
-0.39
4-13
>549
180
MT20HS-
187/143
BCLL 0.0 `
Rep Stress Incr
YES
WB 0.37
Horz(CT)
0.18
9
n1a
n/a
BCDL 10.0
Code FBC2017ITP12014
MatrixS
Weight: 104 lb
FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2'Except'
T2: 2x6 SP M 26
BOTCHORD 2x4 SP No.2 *Except'
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing
REACTIONS. (lb/size)
2 =
1006/04l-0 (min.0-1-8)
9 =
792/0-8-0 (min. 0-1-8)
Max Horz
2 =
235(LC 10)
Max Uplift
2 =
407(LC 6)
9 =
-323(LC 7)
Max Grav
2 =
1006(LC 1)
9 =
792(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2 3=-298/0, 4-5=-1601/734,
'5-6=1330/730, 6-7=720/402,
7-8=-695/389, 8-9=757/445
BOTCHORD
4-13=772/1484. 12-13=770/1493,
-11-12=-732/1328
BOTCHORD
4-13=772/1484, 12-13=770/1493,
11-12=-732/1328
WEBS
6-11=722/392, 8-11=546/974
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second
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=1.60plate 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 nonooncurrent 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 atjoint(s) except at --lb) 2=407, 9=323.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
F4
HALF HIP GIRDER
1
2
.._..._..___,._
_
Job Reference (optional)
.u� v ,, nuaa ....., rou rm�m, r�.r�eo Run: astu s Jun zo Zula ennu u.J10 s Jun zb zuiv mi leK lneustnes, Inc. Wed Jul 17 09:05:30 2019 Pagel
I D:RIVQgOojFmxROnWJIH5tz4igT-ZI EIHyPPT3gXx5Gf6Zux9aSIFoZIzUgBO_m3yyxDXZ
-2-0-0 26-0 _ 2�tq-0 7-0-0 11-7-3 1S10113 10-8-0
2-0-042-0 4-7-3 1 4&11 1 2-9-3
o®aWmoe -Wso
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
ydefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.49
Vert(LL)
0.23
4-13
>933
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.32
4-13
>665
180
BCLL 0.0 '
Rep Stress Incr
NO
NB 0.44
HOrz(CT)
0.18
9
n1a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatdxS
Weight: 201 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except'
T2: 2x6 SP M 26
BOTCHORD 2x4 SP No.2'Except'
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing
REACTIONS. (lb/size)
2 =
160610-8-0 (min.0-1-8)
9 =
1596/0-8-0 (min.0-1-8)
Max Horz
2 =
205(LC 8)
Max Uplift
2 =
-785(LC 4)
9 =
-812(LC 5)
Max Grev
2 =
1606(LC 1)
9 =
1596(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-527/135, 4-5=3964/1947,
5-16=3708/1893,16-17=-3706/1892,
6-17=370311892, 6-18=-19041981,
18-19=1904/981, 7-19=1904/981,
7-20=1808/937, 8-20=-1808/937,
8-9=1529/819
Continued on page 2
TOP CHORD
23=527/135, 45=5964/1947,
5-16�3708/1893, 16-17=-3706/1892,
6-17=3703/1892, 6-18=1904/981,
18-19=1904/981, 7-19=-1904/981,
7-20=18081937, 8-20=1808/937,
8-9=-1529/819
BOTCHORD
4-13=1921/3783,13-21=-194013833,
21-22=1940/3833,
12-22=-1940/3833,
12-23=1894/3705,
23-24=1894/3705,
11-24=1894/3705, 7-11=-472/360
WEBS
5-13=2481657, 6-12=50/410,
6-11=1969/998, 8-11=418812290
NOTES.
1) 2-ply truss to be connected together with 1Old
(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: 2x4 -1 row
at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0
oc.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B) face
in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only
loads noted as (F) or (5), unless otherwise
indicated.
3) Wind: ASCE 7-10; VuIt=170mph (3-second
gust) Vasd=132mph; TCDL=5.0psf;
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
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent 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 capable of withstanding 100
lb uplift atjoint(s) except (jt=1b) 2=785, 9=812.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 148 lb down and 174 lb up at 7-D-0, 116
lb down and 143 lb up at 9-0-12, 116 lb down
and 143 lb up at 11-0-12, 116 lb down and 143 lb
up at 13-0-12, and 116lb down and 143 lb up at
15-0-12, and 131 lb down and 194 lb up at
17-0-12 on top chord, and 418 lb down and 254 lb
up at 7-0-0. 79 lb down and 40 lb up at 940-12,
79 lb down and 40 lb up at 11-0-12. 79 lb down
and 40 lb up at 13-0-12, and 79 lb down and 40
lb up at 15-0-12, and 92 lb down at 17-0-12 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of
others.
Jab
Truss
Truss Type
Qty
Ply
2459
F4
HALF HIP GIRDER
1
2
Job Reference (optional)
cuss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:30 2019 Page 2
ID:RIYQgOdiFnx,ROntWtJlH5tz4igT-ZIEIHyPPT3gXx5Gf6Zi gaSIFoZIzUgBQ_uWdyyxDXZ
LOAD CASE($)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 15=70, 5-8=70, 2-14=20, 4-11=20,
9-10=20
Concentrated Loads (lb)
Vert 5=101(F) 13=-418(F) 16=101(F)
17=-101(F) 18=-101(F) 119=101(F) 20=-131(F)
21=-76(F) 22=76(F) 23=76(F) 24=-76(F)
25=-46(F)
Job i _
Truss
Truss Type
Qty
pty
2459
HJ7
Diagonal Hip Girder
1
1
Job Reference (optional)
1.1111.1W, FL, Vg I mun: u.oiu s Jun zc zu19 runt: ti.J1u s Jun Ze Zu19 MlTeK industries, Inc. Wed Jul 17 09:05:31 2019
ID:RNQg0djF=R0nP=IH5tz4igT-2VngwQ1 EMy0ZFrsgHQAhny2C2x V KfeeT
-2-9-15 5S8 1 9-9-5
5-8-8
4-0-13
Plate Offsets (X,Y)—
12:04-3,0-1-81
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(too)
Udeft
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.03
2.8
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.15
Vert(CT)
-0.04
7-8
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.28
Horz(CT)
0.01
6
n/a
rda
BCDL 10.0
Code FBC2017frP12014
Matrix-S
Weight: 46 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 - 2-64)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 104)-0 oc bracing
REACTIONS. (lb/size)
5 =
137/Mechanical
2 =
52610-10-15 (min.0-1-8)
6 =
274/Mechanical
Max Horz
2 =
237(LC 4)
Max Uplift
5 =
-121(LC 4)
2 =
-358(LC 4)
6 =
-110(LC 8)
Max Grav
5 =
143(LC 19)
2 =
746(LC 35)
6 =
354(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. -AII forces 250 (lb) or less
except when shown.
TOP CHORD
2-9=-930/159, 3-9=819/195,
3-1O=796/199, 4-10=-742/205
BOTCHORD
2-12=2931738, 12-13=-293/738,
BOTCHORD
2-12=2931738, 12-13=2931738,
8-13=293f738, 8-14=-29Y738,
7-14=293/738
WEBS
4-8=01278, 4-7=811/322
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second
gust) Vasd=132mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantileverleft
and right exposed; Lumber DOL=1.60 plate grip
DOL=1 A0
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 240-0 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) 5=121, 2=358,
6=110.
6) Hanger(s) or other connection device(s) shall -
be provided sufficient to support concentrated
load(s) 238 lb down and 238 lb up at 1-0-1, 238
lb down and 238 lb up at 1-6-1, 138 lb down and
36 lb up at 4-4-0, 138 lb down and 36 lb up at
44-0, and 87 lb down and 111 ib up at 7-1-15,
and 87lb down and 111 lb up at 7-1-15 on top
chord, and at 1-6-1, at 1-6-1, 12 lb down at
44-0, 12 lb down at 44-0, 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 15=-70, 2-0=-20
Concentrated Loads (lb)
Vert: 9=204(F=102, B=102) 11=38(17=19,
13=19)14=-36(F=-18, B=-18)
Truss
Truss Type
Qty
Ply
F59
HJ7A
Diagonal Hip Girder
1
1
Job Reference (optional)
ivab Cu., run rref,e, FL 3495 i nun: 8.31u s Jun zu Z019 Nnnt: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:31 2019
66-8
3714
T 1
Plate Offsets (X,Y)— f2:0-4-3 0.1-81
LOADING(psf)
SPACING-
2-0-0
081.
DEFL
in
(loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.04
2-9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.15
Vert(CT)
-0.05
2-9
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.18
Horz(CT)
0.01
7
n/a
n/a
BCDL 10.0
Code FBC201711`1312014
MabixS
Weight: 47lb FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 -8 15-9
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
2 =
481/0-10-15 (min. 0-1-8)
7 =
52/Mechaniral
8 =
51210-11-5 (min. 0-1-8)
Max Horz
2 =
235(LC 4)
Max Uplift
2 =
-338(LC 4)
7 =
59(LC 3)
8 =
-248(LC 8)
Max Grav
2 =
702(LC 35)
7 =
18(LC 4)
8 =
512(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
2-10=-853/94, 3-10=-701/112,
3-11=-696/112, 4-11=-612/121
BOTCHORD
2-13=206/596, 13-14=206/596,
BOTCHORD
2-13=206/596, 13-14=-206/596,
9-14=206/596, 9-15=206/596,
8-15=206/596
WEBS
4-8=-677/235
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); canfilever 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 3-641 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) 7 except at --lb) 2=338, 8=248.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 238 lb down and 238 lb up at 1-6-1. 238
lb down and 238 lb up at 15-1, 138 lb down and
36 lb up at 4-0-0, 138 Ib down and 36 lb up at
44-0, and 87lb down and 111 lb up at 7-1-15,
and 87 lb down and 111 lb up at 7-1-15 on top
chord, and at 1-6-1, at 1.6-1, 12Ib down at
4-4-0, 12 lb down at 4-0-0, 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 1-6=-70, 2-7=20
Concentrated Loads (lb)
Vert: 10=204(F=102, B=102) 12=-38(F=19,
B=-19)15=-36(F=18, B=18)
Job ,
Truss
Truss Type
Cty
Ply
2459
HJ7C
Diagonal Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:32 2019 Page 1
ID: RIYQgOdjFmxROnf W IJIH5tz4igT-W hL2ieQf7g4FBPQ2D_xPE7X6ocNmRPNUtINOagyxDxX
-2-9-15 3-9-98$8 8-1-3 9-IN
2-9-15 3-9-92-11-0 T 10 I 1S2
Plate Offsets (X,Y)—
f9:0-2-0,0-0-01
LOADING(psf)
SPACING-
24)-0
CSI.
DEFL.
in
(loc)
Ydeft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.04
2-11
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
-0.05
2-11
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.30
Horz(CT)
0.01
7
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Weight: 51 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.
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
6 =
51/Mechanical
2 =
529/0-10-15 (min. 0-1-8)
7 =
370/Mechanical
Max Horz
2 =
237(LC 22)
Max Uplift
6 =
-45(LC 22)
2 =
-358(LC 4)
7 =
-186(LC 8)
Max Grev
6 =
52(LC 19)
2 =
751(LC 35)
7 =
408(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
2-12=1262/117, 3A2=1109/142,
3-13=1072/395, 4-13=10171400,
4-14=1080/450, 5-14=1065/450
BOTCHORD
2-15=242/994, 11-15=242/994,
BOTCHORD
2-15=242/994, 11-15= 242/994,
9-17=200/386, 8-17=200/386
WEBS
3-11=273/155, 3-9=384/492,
5-9=370/864, 5-8=554/287,
9-11=2251992
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opst,
BCDL=S.Opst,, 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
lb uplift atjoint(s) 6 except at --lb) 2=358, 7=186.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 238 lb down and 238 lb up at 1-6-1, 238
lb down and 238 lb up at 1-6-1, 138 lb down and
36 lb up at 4 4 138 lb down and 36 lb up at
441-0, and 76lb down and 74 lb up at 7-1-15,
and 76 lb down and 74 lb up at 7-1-15 on top
chord, and at 1-6-1, at 1-6-1, 12 lb down at
4.4-f1, 12 lb down at 4A-0, and 39 lb down and
37 lb up at 7-1-15, and 39 lb down and 37 lb up
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 (pit)
Vert: 1-6=-70, 2-10=20, 7-9=-20
Concentrated Loads (lb)
Vert: 12=204(F=102, B=102) 14=18(F=9,
B=9)17=68(F=34, B=-34)
Job 1
Truss
Truss Type
Qty
Ply
2459
J1
Jack -Open
6
1
Job Reference o tional
5outnem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MITek Industries, Inc. Wed Jul 17 09:05:33 2019 Page 1
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
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
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix-P
Weight: 7 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 1-0-0
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
3 =
-139/Mechanical
2 =
361/0-8-0 (min.0-1-8)
4 =
9/Mechanical
Max Horz
2 =
76(LC 6)
Max Uplift
3 =
-139(LC 1)
2 =
-005(LC 6)
Max Grav
3 =
153(LC 6)
2 =
361(LC 1)
4 =
18(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES.
1) Wind: ASCE 7-10; Vuit=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 pat
bottom chord live load nonooncurrent with any
other live loads.
3) • This truss has been designed for a live load
of 20.0psf on the bottom chord in all areas where
a rectangle 3-60 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 6t=1b) 3=139, 2=305.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
2459
J3
Jack -Open
6
1
Job Reference (optional)
ovuuiuui 1 iuoo w., rvi i rrcnx, rL �ev i Run. n.stu s dun zo zuiu rnnt: a.31U s Jun zo zuiu MI1 ex Inaustnes, Inc. vvea Jul 17 09:u534 2019 Pagel
I D: RIYOgOdjF=ROnf WWI H5tz4igT.S4Tp7KSvW H KyOiZRLPzt1DCMCP5ovNTnLcs7CjyxDXV
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
Udefl
L/d
TCLL
20.D
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
-0.00
24
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
-0.01
24
>999
180
BCLL
0.0 '
Rep Stress ]nor
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL
10.0
Code FBC20171TPI2014
Matrix-P
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 purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
3 =
14/Mechanical
2 =
361/041-0 (min.0-1-8)
4 =
26/Mechanical
Max Horz
2 =
111(LC 6)
Max Uplift
3 =
-35(LC 10)
2 =
-234(LC 6)
Max Grav
3 =
20(LC 6)
2 =
361(LC 1)
4 =
52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
IiL�]I�E
1) Wind: ASCE 7-10; Vult-170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf
BCDL=S.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
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) 3 except at --lb) 2=234.
LOAD CASES)
Standard
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 4%
Job ,r
Truss
Truss Type
Qty,
Ply
2459
JS
Jack -Open
4
1
-,
Job Reference o tional
�_M„ M Musa w., rm i rMeux, rL Y NU Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2u19 MiTek Industries, Inc. Wed Jul 17 09:05:34 2019 Page 1
I D:RIYOgOdjF=ROnf WtJIH5tz4igTS4Tp7KSwWHKyOiZRLPzIJOcMVP2wNTnLcs7CjyxDXV
-&0-0 5-0-0
2-0-0 5-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(foe)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.03
2-0
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.26
Vert(CT)
-0.05
2-1
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n1a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight: 19 Ib FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-0-0
cc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-M cc bracing
REACTIONS. (lb/size)
3 =
118/Mechanicai
2 =
41810-8-0 (min. 0-1-8)
4 =
46/Mechanical
Max Horz
2 =
159(LC 10)
Max Uplift
3 =
-112(LC 10)
2 =
-217(LC 6)
Max Grav
3 =
118(LC 1)
2 =
418(LC 1)
4 =
92(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
2Fii*1
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(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
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 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
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 ()t=1b) 3=112, 2=217.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oly
Ply
2459
JSA
Jack -Open
2
1
Job Reference o tional
oouuwiu �uas w., FujiFluty, FL. UU I Run: 8.31u s Jun zd ZU19 Hnnt: a.J1u s Jun 26 2019 MITek Industnes, Inc. Wed Jul 17 09:05:35 2019 Page 1
-2-0.6
D:RIYOgOdjF=R6nMRJIH5tz4igT-wGt BLgTYHb5p2s8dv7U6sd9XEpM1 egjwaGchk9yxDXU
5-6-0
2-0-0 2-10-02-10-0 2-2-0
LOADING(psf)
SPACING-
2-0-0
CSL
- DEFL.
in
(loc)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.05
6
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.40
Vert(CT)
-0.08
6
>661
180
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.05
5
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-R
Weight 20 lb FT = 4%
LUMBER -
TOP CHORD 2x4SP No.2
SOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
cc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 cc bracing.
REACTIONS. (lb/size)
4 =
101/Mechanical
2 =
418/0-8-0 (min. 0-1-8)
5 =
63/Mechanical
Max Horz
2 =
159(LC 10)
Max Uplift
4 =
-72(LC 10)
2 =
-217(LC 6)
5 =
-17(LC 10)
Max Grav
4 =
101(LC 1)
2 =
418(LC 1)
5 =
77(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 bottomchordand any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capableof withstanding 100
lb uplift atjoint(s) 4, 5 except (jt=lb) 2=217.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
ply
2459
J7
Jack -Open
41
1
_
Job Reference (optional)
v,..... w, r, .r.c.I Run: oa iu s dun zo 20ly rnm: 8.3w s Jun zn ZU19 MI IeK Industnes, Inc. Wed Jul 17 09:05:36 2019
CoalL dDort-lam
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.89
Vert(LL)
-0.11
2-0
>695
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.23
2-0
>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 FBC2017frP12014
Matrix-P
Weight: 25 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
3 =
201/Mechanical
2 =
495/04l-0 (min. 0-1-8)
4 =
66/Mechanical
Max Horz
2 =
207(LC 10)
Max Uplift
3 =
-178(LC 10)
2 =
-219(LC 6)
Max Grav
3 =
201(LC 1)
2 =
495(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=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 nonoonourrent with any
other live loads.
3) • This truss has been designed for a live load
of 20.Opsf on the bottom chard in all areas where
a rectangle 3-6-0 tall by 2-0-D wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
donnections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except Qt=1b) 3=178. 2=219.
LOAD CASE($)
Standard
Job %
Truss
Truss Type
Qty
Ply
2459
J7A
Jack -Open
7
1
Job Reference (optional)
So0tnem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Print: 8.310 s Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:37 2019 Page 1
ID:RIYQgOdjF=RDnfNIJIH5tz4igT-s19zILUopCiXHA1?OY Wax2ErZd_Y6kDD1a5np2yxDXS
-2-0-0 2-10-0 1 7-0-0
2-0-0 2-10.0 4-2-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.87
Vert(LL)
0.19
3-5
>425
240
TCDL
15.0
Lumber DOL
1.25
BC 0.65
Vert(CT)
-0.29
3-5
>273
180
BOLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.15
5
n/a
n/a
BCDL
10.0
Code FBC20171TP12014
Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No2'Except•
B2: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
4 =
171/Mechanical
2 =
495/0-8-0 (min. 0-1.8)
5 =
96/Mechanical
Max Horz
2 =
207(LC 10)
Max Uplift
4 =
-125(LC 10)
2 =
-219(LC 6)
5 =
-20(LC 10)
Max Grav
4 =
171(LC 1)
2 =
495(LC 1)
5 =
119(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=S.Opsf;
BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Intedor(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 fora 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) 5 except at --lb) 4=125, 2=219.
LOAD CASE(S)
Standard
Dealt D -1RN
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 4%
Job
Truss
Truss Type
Qty
Ply
2459
K1
Half Hip Girder
1
2
.--
Job Reference (optional)
F..,rwju , FL 34951 mun: o.slu s Jun 26 2019 runt: s.31u s Jun 26 2019 MITeK Industries, Inc. Wed Jul 17 09:05:38 2019
5x4=
o""ar dNl=ireb
ix411 4e=
7-0.0
10b3
13-0-5
16-4-0
7-0-0
ON
8-03
1W
Plate Offsets (X Y)—
[2:03-1,0-1-81, [4:0-1-12 0-2-41 f7:0-2-12
0-1-81
IB:Edge 05-81 [9:0-1-0 041-41 [10:03-00-0$ f11:03-0
O-0-OI
LOADING(psf)
SPACING- 2-M
CSI.
DEFL. in (loc)
Udefl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Verl(LL) a 14 10-11
>999 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.92
Vert(CT) _02210-11
>873 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.81
HOrz(DT) 0.05 8
n/a Na
BCDL 10.0
Code FBC20177rP12014
Matrix-S
Weight216lb
FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3'Ecept*
W7: 2x6 SP No.2
W5,W6: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-05
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 8-2-0 oc bracing.
REACTIONS. (lb/size)
8 =
6525/0-8-0 (min. 03-14)
2 =
4185/0-8-0 (min. 0-2-8)
Max Horz
2 =
234(LC 23)
Max Uplift
8 =
-2592(LC 5)
2 =
-1859(LC 4)
Max Grav
8 =
6525(LC 1)
2 =
4185(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
,23=9377/4089, 3-0=-9275/4186,
4-5=-7400/3189, "=-5024/2056,
6-7=5024/2056, 7-8=5429/2251
BOTCHORD
,2-11=3833/8519, 11-12=-326517389,
10-12=3265f7389, 10-13=318977400,
BOTCHORD
2-11=3833/8519, 11-'12=326517389,
10-12=3265f7389,
10-13=3189/7400, 9-13=3189/7400
WEBS
3-11=376/515, 4-11 =1 92613646,
5-10=120112486,5-9=3541/1692,
7-9=295077195
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. 2 Bottom chords connected as follows: 2x6 - rows
staggered at 0-7-0 oc.
Webs connected as follows: 2x4 -1 row at 030
oc, Except member 11A 2x4 - 1 row at 0-9-0 oc,
member 10-4 2x4 -1 row at 0-9-0 oc, member
5-10 2x4 -1 row at 0-9-0 oc, member 9-5 2x4 -1
row at 0-9-0 oc, member 6-9 2x4 -1 row at 0-9-0
oc, member 9-7 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) 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
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 capable of withstanding 100
lb uplift at joint(s) except at --lb) 8=2592, 2=1859.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 3010 lb down and 1567 lb up at 740-12,
1496 lb down and 650 lb up at 9-0-12, 1518 lb
down and 604lb up at 11-0-12, and 1549 lb
down and 541 lb up at 13-0-12, and 1549lb
down and 510lb up at 15-0-12 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
LOAD CASES)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (ptf)
Vert 1-4=-70, 4-7=70, 2-8=-20
Concentrated Loads (Ib)
Vert: 11=301 O(F) 9=-1549(F) 12=1496(F)
13=-1518(F) 14=-1549(F)
Job
Truss
Truss Type
Oty
ply
2459
K2
Half Hip GiNer
1
1
.._ —
- .,:____ — .,...el
_ _-
_ Job Reference (optional)
• •.— .. , "..+�.., R ..: o.a 0 s dun z6cu ru rnni: o.um s Jun m zuiv mLI eK lnausmes, Inc. Wed Jul 17 09:05:35 2019
LOADING(psf)
SPACING-
2-M
CS'.
DEFL.
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.32
6-7
>596
240
TCDL
15.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.66
6-7
>290
180
BOLL
0.0
Rep Stress Incr
NO
WB 0.41
Horz(CT)
0.03
6
n/a
n1a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
W3: 2x4 SP No.2
BRACING.
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-7-9 oc bracing.
WEBS
1 Row at midpt 4-0
REACTIONS. (lb/size)
6 =
1423/0-&0 (min. 0-1-8)
2 =
134510-8-0 (min.0.1-8)
Max Horz
2 =
209(LC 8)
Max Uplift
6 =
-737(LC 5)
2 =
-055(LC 4)
Max Grav
6 =
1423(LC 1)
2 =
1345(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOPCHORD
23=-2323/1036, 3-8=-2044/1001,
8-9=-2044/1001, 4-9=-2043/1001,
5-6=-254/203
BOTCHORD
2-7=100612030, 7-12=947/1589,
BOTCHORD
2-7=-1006/2030, 7-12=-947/1589,
12-13=947/1589, 13-14=947/1589,
14-15=947/1589, 6-15=947/1589
WEBS
3-7=0/510, 4-7=122/732,
4 6=1806/1130
NOTES-
1) Wind: ASCE 7-10; Vult-170mph (3second
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) 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 nonooncurrent 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 chard and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except (jt=lb) 6=737, 2=655.
o.ea rma o.e.. Me o
W=
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 76 lb FT = 4%
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 199 lb down and 335 lb up at 7-0-0, 131
lb down and 194 lb up at 9-0-12, 131 lb down
and 194 lb up at 11-0-12, and 131 lb down and
194 lb up at 13-0-12, and 131 lb down and 194 lb
up at 15-0-12 an top chord, and 372 lb down and
125 lb up at 7-M. 92 Ib down at 9-0-12, 92 lb
down at 11-0.12, and 92 lb down at 13-0-12,
and 92 lb down at 15-0-12 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 CASES)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1,25, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-3=-70, 3-5=70, 2-0=-20
Concentrated Loads (lb)
Vert 3=-174(B) 7=292(B) 8=-131(B) 9=-131(B)
10=-131(B)11=-131(B) 12=46(B) 13=46(B)
14=-06(B) 15=-46(B)
Job
Truss
Truss Type
Qty
Ply
2459
N1
Common Supported Gable
1
1
�.___ _ _-_-
34951
rcnw i i I1u9s ., ruu Pence, FL nun: 8.310 s Jun 26 2019 I1nnt: 6.310 Is Jun 26 2019 MiTek Industries, Inc. Wed Jul 17 09:05:39 2019 Page 1
ID:RIYQgOdjF=ROnf UIH5tz4igT-p1GiA1vt2LgyRMJS08yZ30TJNMQpJaetWUuauhuyxDXQ
8$O 134-0
6 8 0 68-0
12
L4 =
N4 =
LOADING(psf)
SPACING-
2-"
C81.
DEFL.
in (too)
Udell
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.08
Vert(LL)
n/a -
rda
999
TCDL 15.0
Lumber DOL
1.25
BC 0.05
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.05
Horz(CT)
0.00 7
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
MatrixS
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
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
REACTIONS. All bearings 13-4-0.
(lb) - Max Horz
1=-60(LC 11)
Max Uplift
All uplift 100 lb or less at
joint(s)1, 7, 11, 9 except
112=134(1-C 10), 8=-134(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 7, 10, 11, 12, 9, 8
FORCES. (Ib)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
NOTES.
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3second 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) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as perANSlrrPI 1.
4) All plates are 1x4 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord
bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf
bottomchordlive load nonconcurrent with any
other live loads.
8)' This truss has been designed for a live load
of 20.0psf on the bottom chard in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) 1, 7, 11, 9 except at --lb) 12=134
. 8=134.
LOAD CASE(S)
Standard
ax4 =
PLATES GRIP
MT20 244/190
Weight: 53lb FT=4%
Job .,
Truss
Truss Type
City
Ply
2459
V2
Valley
1
1
Job Reference (optional)
cuss Co., For Pierce, FL 34951 Run: 8.310 s Jun 26 2019 Pnnt: 8.310 s Jun 25 2019 MiTek Industries, Inc. Wed Jul 17 09:05:40 2019 Page 1
ID:RIYOgOdjF=ROnWIJIH5tz4igT-HEg40NXg67468dl ahg4lZhsYCg9hJBAYJSONyxDXP
as n
LOADING(psf)
SPACING-
2-"
CSI.
DEFL.
in (loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.08
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.04
Veit(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 FBC20171TP12014
Matrix-P
Weight: 6 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood, sheathing directly applied or2-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
1 =
72/2-4-0 (min.0-1-8)
2 =
56/2- -0 (min. 0-1-8)
3 =
16/2-" (min. 0-1-8)
Max Horz
1 =
39(LC 10)
Max Uplift
1 =
-22(LC 10)
2 =
-07(LC 10)
Max Grav
1 =
72(LC 1)
2 =
56(LC 1)
3 =
32(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=S.Opsf; BCDL=S.Opsf;
11=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Intedor(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) Bearing atjoint(s) 2 considers parallel to grain
value using ANSIITPI 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 atjoint(s) 1, 2.
LOAD CASE($)
Standard
Job y
Truss
Truss Type
ON
Ply
2459
V4
Valley
1
1
Job Reference (optional)
nun , mmun.o.alus dunzozu Isrnn[:o.alusJun ZOLuismilex mousmes, mc. vvea Jul 7/uu:uo:4U Zulu Yage7
I D:RIYQgOdjFmxROnPMIH5tz4igT-HEg4ONXg67468d1 ahg4lZhsT6g6gJ5yfiYJSQNyxDXP
3411
2
H
W% W1l
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
Udefi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.40
Vert(LL)
n/a. -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.24
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: 14 lb FT = 4%
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 4-4-0
oc purlins, except end ver8rals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
1 = 156/4-4-0 (min.0-1-8)
3 = 15614-4-0 (min.0-1-8)
Max Horz
1 = 83(LC 10)
Max Uplift
1 = -48(LC 10)
3 = -83(LC 10)
Max Grav
1 = 156(LC 1)
3 = 156(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3second 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) 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, 3.
LOAD CASE($)
Standard
Job v
Truss
Truss Type
City
Ply
2459
V5
Valley
1
1
Job Reference (optional)
southern i mss co., ran Pierce, rL .wso1 rcun: d.31u s Jun 262019 Pnnt: 8.310 s Jun 262019 MiTek Industries, Inc. Wed Jul 17 09:05:41 2019
ID:RIYOgOdjF=Rgnf W tJIH5tz4igT-IOOSb)XJtRD=mFNbX5uPjFER92YCoyB3 i
U4 =
N4a
a4 a
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL.
in (loc)
I/defi
L/d
TCLL 20.0
Plate Grip DOL
1.26
TC 0.12
Ve 1 LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.29
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 FBC2017lrP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-1-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
1 =
163/5-1-0 (min.0-1-8)
3 =
163/5-1-0 (min.0-1-8)
Max Harz
1 =
-16(LC 11)
Max Uplift
1 =
-57(LC 10)
3 =
-57(LC 11)
Max Grav
1 =
163(LC 1)
3 =
163(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; 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) 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 nonooncurrent 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 atjoint(s) 1, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 4%
Job v
Truss
Truss Type
Qty
ply
2459
V6
Valley
1
1
tional
--. --..----: --•--• .. ... —<..,a+ruu..u.awaauuw<u is rvn mn uiuuau=, nlu. vveuuut 11 ua:ua:vccula rage "I
a4 II
9
6
W n 1X4 II a4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.23
Vert(LL)
n1a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.08
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight: 23 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING.
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 104)-0 oc bracing
REACTIONS. (lb/size)
1 =
74/6-" (min. 0-1-8)
4 =
10716-4-0 (min.0-1.8)
5 =
310/6-" (min.0-1-8)
Max Horz
1 =
132(LC 10)
Max Uplift
4 =
-57(LC 10)
5 =
-165(LC 10)
Max Grev
1 =
74(LC 1)
4 =
107(LC 1)
5 =
310(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
WEBS
25=279/252
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) Gable requires continuous bottom chord
bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonooncurrent 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 atjoint(s) 4 except ()t=lb) 5=165.
LOAD CASE(S)
Standard
Job ,
Truss
Truss Type
Oty
ply
2459
V8
Valley
1
1
Job Reference (optional)
1 maa w., rm i viuiw, rL 54no 1 Run: c.cnu s dun zo zula Ynnr: d.Jlu s Jun Zb Zulu mi I eK Inausmes, In= wed JUI 17 u9:05:42 2019 Page 1
-I D:RIYOgOdiF=ROnf W IJIH5tz4igT-Dcygp3YxelLgNxBzp56me6xpKea7n_vyBmYU FyxDXN
mII
a
5 4
24� 1.4 II W II
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (too)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
n/a -
n/a
999
I
BCLL 0.0
Rep Stress Incr
YES
WB 0.10
Horz(CT)
0.00
n/a
n/a
BCDL 10.0.
Code FBC2017/rP12014
Matrix-P
Weight: 31lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
1 =
108/8-4-0 (min.0-1-8)
4 =
141/8-4-0 (min.0-1-8)
5 =
421/8-4-0 (min.0-1-8)
Max Horz
1 =
180(LC 10)
Max Uplift
4 =
-75(LC 10)
5 =
-224(LC 10)
Max Grav
1 =
108(LC 1)
4 =
141(LC 1)
5 =
421(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
WEBS
2-5=-362/335
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second
gust) Vasd=132mph; TCDL=S.Opsf,
BCDL=5.Opsf; h=181t; 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 nonooncurrent with any
other live loads.
4) • This truss has been designed fora 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 atjoint(s) 4 except at --lb) 5=224.
LOAD CASE(S)
Standard
Job s • .
Truss
Truss Type
Qty
Ply
2459
V9
Valley
1
1
r_
— —1.
_
Job Reference (optional)
Run: a.aiu s Jun Z6 Zulu rnnC t1.:11u s Jun 26 ZU19 MrreK Industries, Inc. Wed Jul 17 09:05:43 2019 Page 1
ID:RIYQgOdjFmxROnWJIH5tz4igT-hpWCOPZZP2Th?5m9Nod?AJU?7289 WSI5PVY601yxDxM
44=
xa%
wn
4<a
9-1-0
9-1-0
LOADING(psf)
SPACING-
2)-0
CS1.
DEFL.
in (too)
Udefl
UdFPLATE8
GRIP
TCLL 2U
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
n/a -
n/a
999244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.25
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress ]nor
YES
WB 0.06
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
MatrixS
8 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
REACTIONS. (lb/size)
1 =
151/9-1-0 (min.0-1-8)
3 =
15119-1-0 (min.0-1-8)
4 =
384/9-1-0 (min.0-1-8)
Max Horz
1 =
34(LC 10)
Max Uplift
1 =
-68(LC 10)
3 =
-74(LC 11)
4 =
-105(LC 10)
Max Grav
1 =
154(LC 21)
3 =
154(LC 22)
4 =
384(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten.
except when shown.
WEBS
2.4=-269/206
All forces 250 (lb) or less
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) 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 atjoint(s)1, 3 except Qt--lb) 4=105.
LOAD CASES)
Standard
Job A
Truss
Truss Type
Qty
Ply
2459
V10
GABLE
1
1
Job Reference (optional)
Fuss �O., Fort Fierce, rL.wno I Kun: d.310 s Jun Z6 2019 Fnnl: 6.310 s Jun 26 ZU19 MITeK Indusmes, Inc. Wed Jul 17 09:05:44 2079 Page 1
ID:RIYQgOdIF=ROnf WtJIH5tz4igT-hpWCOPZZP2Th?5m9Nod?AJUvJ25DW Rr5PVY60hyxDXM
9 4
a4 U4 II h411
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.72
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.44
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.12
Horz(CT)
0.00 4
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 39 lb FT = 4%
LUMBER.
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 t
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
1 =
204110-4-0 (min.0-1-8)
4 =
104/1041-0 (min.0-1-8)
5 =
543/10A-0 (min.0-1-8)
Max Horz
1 =
228(LC 10)
Max Uplift
1 =
-14(LC 10)
4 =
-56(LC 10)
5 =
-289(LC 10)
Max Grav
1 =
204(LC 1)
4 =
104(LC 1)
5 =
543(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
WEBS
2-5=A35/403
NOTES-
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) 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 240-0 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 atjoint(s)1, 4 except at --lb) 5=289.
LOAD CASE($),
Standard