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HomeMy WebLinkAboutTRUSS PAPERWORKs
SOUTHERN
TRUSS
COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 * Fax: (772) 318-0015
Job Number.
J2000159
Customer:
Valued Customer
Name:NED
PBS NATIONAL INC #8084 RY
°°fees: St? LucbCounty
r'C"Y—ISTI
ZIP:
General Truss Engineering Criteria & Design Loads
Building Code and Chapter.
Computer Program used:
FBC2017/TPI2014
MiTek Version: 8.31 Jul 2
Gravity:
Gravity:
45.0 psf ROOF TOTAL LOAD
N/A
Wind
Building Authority.
160 mph from MWFRS(Envelope)/C-C hybrid Wind ASCE 7-10
St. Lucie County
No.
Dale
Toss ID#
1
02/15/20
Al
2
02/15/20
A2
3
02/15/20
A3
4
02/15/20
A4
5
02/15/20
B1
6
02/15/20
B2
7
02/15/20
B3
8
02/15/20
B4
9
02/15/20
C1
10
02/15/20
C2
11
02/15/20
C3
12
02/15/20
C4
13
02/15/20
c5
14
02/15/20
D1
15
02/15/20
D2
02/15/20
D3
02/15/20
D4
02/15/20
El
P
0211512D
E2
02/15/20
F1
02/15/20
F1A
02/15/20
F2
02115/20
F3
24
02115/20
FGR
25
02/15/20
GE1
This cover sheet is provided as per Florida Statute 61G15-31.003 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.
Engineer of Truss Design Package
Brian M. Bleakly
FL Reg. Eng. No. 76051
2590 N. Kings Highway
Fort Pierce, FL 34961
No.
Date
Tmss ID#
26
02/15/20
GE2
27
02/15/20
HJ5
28
02/16/20
HJ7
29
02/15/20
J7
30
02/15/20
J1A
31
02/15120
J3
32
02/15/20
J3A
33
02/15/20
J5
34
02/15/20
J5A
35
02/15/20
J7
38
02/15/20
J7A
37
02/15/20
Ki
38
02/15/20
K2
39
02/15/20
Mv1
40
02/15/20
MV2
41
02/15/20
MV3
42
02/15/20
MV4
43
02/15/20
MV5
44
02/15/20
MV6
45
02/15/20
MV7
46
02/15/20
MV8
47
02/15/20
N1
48
02/15/20
N2
-
49
02/15/20
N3
50
02I5120
N4
LRECEIVED
FEB 19 2020
cie County, Per
No.
Dale
Truss ID#
51
02/15/20
V4
52
02/15/20
V8
53
02/15/20
V12
54
02/15/20
V16
55
02/15/20
V20
56
02/15/20
V24
57
02/15/20
V28
136
UA
Page 1 of 1
TYPICAL DETAIL C� C0R.NER. - HIP
~ NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT
for Wood Construction. OA UP TO 265rA = 2-16d NAILS REO'D.
132.5T per Nail (D.O.L.Foctor=1.00)
nds toe nails only have 0.83 of 0 UP TO 394 = 3-16d NAILS REO'D.
lateral Resistance Value. _
n in
12 SCA� SC7 Sn J7
HIP GIRDER
2
1.Q
0 &g
J
�4 54
�t
O
9-9-5
CORNER JACK GIRDER
use 2-16d
toe nail 0
TC & 9C.
Typical jack 45'
ataachment
J3
TYPICAL CORNER, LAYOUT
use 3— i 6d `
toe nail 0 TG'�
& 2-16d m_BC;
Typical Hip —jack'
attachment
CHORD
HANGERS
FASTENEP.
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER
TC I
— — — — — — —
2-16d nails
— - — — —
13C
— — — — — — —
2-1 6d nails
— — — — —
J5 TO HIP JACK GIRDER,
TC
— — — — — — —
2-16d nails
— — — — —
BC
— — — — — ——
2-16d nails
—————
J7 TO HIP GIRDER
IC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16d nails)—
— —— —
HIP JACK GIRDER (CJ7) TO HIP GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16dnoils
————
IIMUM GRADE Of LUMBER
T.C. 2x4 SYP #2
LOADING (PSf)
INCR.:
FBC2017
L 0
B.C. 2-.4 SYP r2 J1
TOP 20
WEBS 2x4 SYP No.3
90T fOlA 0010
SPACING 24O.C. O.
SOUTHERW
HH IImo�++
For Pierce Division
TRUSS 2590 N. Kings Highway,
Fort erce, FL 34-95
COMPANIES (800)232 D1509 (772)464-4160
rx//bwnU rtNa om Fox:(772)318-0016
Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160
TYPICAL DETAIL @ CORNER - HIP
NOTE NDS=National Design Specifictions
for Wood Construction.
132.57 per Nail (D.d.LFactor=1.25)
nds toe nails only have 0.83 of
lateral Resistance Value. -
ALLOWABLE REACTION PER JOINT
Q UP TO 2651T = 2-16d NAILS P.EQ'D.
UP TO 394-- = 3-16d NAILS REQ'D.
III �1II 0111 1II
12
1� r -
n0 �O
-10
-10
I
II I
� A
a
J3
ii
ii
ii
ii
_
C,ems
A02A
HIP GIRDER
5DER
use 2-1 Ed
r iTt toe it
i J ` `, TC & BC..
H5 (NIP GIRDER) 7 `
Typical jack 45'
attachment
CORNER JACK GIRDER
use 3-16c
toe nail
TYPICAI- CORNER LAYOUT & 2-16d
Typical Hip —jock'
attachment
CHORD
I HANGERS
FASTENER
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER.
TC
— — — — — — —
2-16d nails
— — — — —
BC
— — — — — ——
2-16dnails
—————
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
BC—-———
TC
— — —— — ——
3-16dnails
— — — — —
BC
— — — — — ——
2-16dnails
— — — ——
HIP JACK GIRDER, (CJ5) TO HIP GIRDER
IC I
— — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16d nails
—— ——
MINIMUM GRADE OF LUME
T.C. 2x4 SYP ¢2
B.C. - 2x4 SYP f2
WEBS 2x4 SYP No.3
LOADING
fPSF)
L
D
TOP.
20
B07MM
00
10
SPACING
24'
O.C.
SOUTHERM,
i GERM
����� Fort Pierce Division
2590 N. Kings Highway,
COMPAMIIFort Pierce, FL 34951
NIES (800)232-0509 (772)464-4160
h'.fB//.-.. =Uth=mws=m Fox:(772)318-0016
Brian M. Bleakly Struct Eng T75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-416o
ffer'_ers
Face Mount Hanger Charts
Jetst S¢e
LISP
Sto,.k Na:
Rat. Nd.
Steel
Gauge
0anenswns (in)
FzsT_ner S.-5etlule''` {-
:DF/SP
AOowahh Loafs (IJss)
' �
.
Code-..
. -Fiat
Jnlst
W
,_
H
•
0-
•
• A
WN
.Hall '
_
Hat ,
Aaor:Ronf IFPRrt''.:'E
100g< -0155: 175% 160°4
2z4
JL24
JL241F-TZ
JU524
I W24
-
LUS24
I 20
18
18
I1-SA6
1-9/161
1-3A6I
3
3-1/8
3-18
I1-12I
I1-12I
I1-3/4I
15AS
-
1
_
_
-
4
1 10d
1 2 I 1Odx1-12
I::470. &Z4::SaO. I: 320.
I S.
I P5, F2
31. R7,
F32
4
4
16d
1 1Od HOG
1 2 10d x 1.12
1 2 11Gtlx1-12HDG
553 f 640 .J' E25 I: 320
1 465'1 535:1 590: j 280 '.
4
14
1 led HDG
I 10d
1 2 1 1 Od x 1-12 HDG
1 2 1 lod
.550 1615 -1 6i5:1 28T
J"'575'17754 aSS.1 510
-
SUH24
-HD26
U24
I HU26
I 16
I 14
1-9/16
1-9/16I
3-1/4
3-12
I 2
2-12
1-3/16I
1-118
_
4
10d
1 2 1 10dx1-12
500 1.550-? 65 380
i
1 5,
I R6,
F2
4
4
led
16d
1 2 1 1 Od x 1-12
2 10dx1-ih
�_
:590 1 653 , 720 380
fits j E; 1 745. 1 365.
IJ
" 615 1 695 1 745.1 595.
JL2fi -
W25
.20
1-9/1c
4-3/4:
T12
Ip�15/io
I-.6.
i41d
;_r:. 10tl%'r-1I2=.
7}018051 670'1 P50 I
--:"
'-
2zfi �:.
JL251F1Z
"JUS25 '_
}dI1526;- _'114JfU526
SUHZ�
HUS25 -.j
HD26 -
y111
WC2oZ
WS2'o:
.i
yz;.,.;
HUS26
HU2c
1I 7B
f 1B
-78T-3/16Ji'S-11IS'1�=2
I' 16
16-
'14
I
14
If7946
1r-4ri6)413116.L1-3/4
I]-N76!
I.i SB.g9i
11-91161
Ikkk
'F1-9fl fi{
r i
4-1/2 "It
5-18
5-7/761
:.3-12
71
5-1/4
...
1�2E
;
2
3
212
2.12
1
.: '.Y-'1'=:I.a
1-3118
1 2.
T 3B
; 1.118
{{
1=.'I
1 '-
Idin'
lAax
Mar
37, R7,
F32
S, RS, F2
131, R1, F32
I 5,
R5,
I F2
f.. fi
"61'10d
{' tbd r
HDG
1 4.1 10dx1-1R`
-4 tlOdxl-12 HOG
640'I sea 11045.1 650.
15951 BOO 187o"I 730
4'
6
HOG
10d:.1.q`:10d
1 lod'..f.6
1 10d.
VA i 10d z1-12HDG
!''1
`";' 1.Otl.--
17-0 1 10d R1-12-.
830.IPSO 11035{ 730 Q
fi7-0 1WOI1090:1 111E
1122511475.116051' 665.
750 j 840.1 0-10.1. 755
14I
4
8'
16d
16d
II
I.:,g 6d "
f'4'I -luuz 1-1/2
T.fi I. .' 16d
'10dx1 12_
4
6. � : lOd z i•1R .
1 BED 110001 1050I 755 -
21603140! BUS 192E 1
615 V5 1 745. s 365.
615 6ca 1 745 Sm
i i
112m i nga l
1493 1 825..
JL26 I
W26
20
1 9/16
4-3/4 11
12
15/16 l_
1
I
6
16d
1 4 1 10d x 1-1/2 1
710:j SOS 1 870 1 650. J
fi
1 16d
4 1 10d x 1-12 1
646 1 960 1 10451 650'
JL261F-TZ I
LUC26Z I
18 I1-9/16�
4-12
1-1/2
_
_
.6
10d HOG
4 110dxl-12HOG 1
695.1 BOO 1 870::1 730
-1. at,
F32
6
16d HDG 14
J 10d x 1-12 HDG
830. 1950 1103E I 730
2xB
JI28
JL281F-T7
JUS26 I
JUS28 I
MU526 1
MUS28
1-1.128
- 118
LUS26
WS29
MLIS26
MUS28
20
18 11-9/16
18 11-9716I
18 17-9/16
18 11-9/16J
1-SA6I
1-9/i6l
6-3/8 II-12
6-1/8
4-13/16
6-5(8
5-1A6
7-1/i6
1-1/2
1-3/4
1-3/4
2
2
15AS
- I
1
1 I
1 I
1 1-
_
_
- I:
- 1
-
1
1G
tOd 1
6I jldx1-12 111801.12951.12951
' 855'
R5, F2
31. R7,
F32
5, R5, F2
31, R1,
F32
10
8
16d 1
10d HDG1
6 1 100 z 1-12
4110dx1-12HDG.930
1400 18001 17401 81 15,
10a5111601 730
8 116d
6 1
6
B 1
HOG 1
10d 1
10d 1
t1 I
10d 1
4 11Gd%1-12HDG 1
4 i 1 Od
4 10d 1
6 I lod
8 1 10tl
1105112111 12151 730 I
' 870 11000 1080
1T70 f 12701 T375 1 111E
1285114751 76051 855 1 I
171011470i 21401 1230 J
SIJH26
U26 I
16 I1-9/16
5-1/8
2
1-3A6�
-
6
10d 14
1 1Gd 1, 11:2
, 01 84D 1 910:1 755-1
6 I
16d 1
4 1 tOd X 1-12 1
880.1 10001 lOW 1 755 1 f
SUH28 I
HUS26
HU528
- I
HUS26 1
iiusm
16
16
16
1.9116
1-5/8 15-7716
1-5/8 17-316
6-5/8
J
1
2 11.3/16
3
3
2 I
2 1
-
1
- 1
-
8 I
10d 16
1 10d x 1-112
10001 11201 12101 800
S.
R5,
8 1
14 1
T2
16d
16d
16d 1
6 1 10dx 1d2 11175113:5
6 16d
8 1 16d 1
j 14401 800 1
2760I 31401 3345.1 192E
4170 43451 L345 1 2570 .r;
50
H028
M128
1< I1-9/16I
5-1/4 I2-12
1-iB
Min
8 I
16d
4 1
10dx1-72
4230I i393I 14901
F2
Mz%
1�gI 1390j 149]I 625
HD210
HU270 'I
14
1-9fi6
7-3/ifi
2-t21
1-1/e
idN 10
Idaz 114
���
fed
1W%1-12 77540j17?S118ci'i
6
760
21512430: ze1Pl 1170
. wu�aeamc wars; nonxmerinaeeu shall be pe:midel
2) 16d sinkers (0.148 da. x 3-1/4' long) may be used at 0.84 of the table load where tad commons are spe^fied. This dos not apply to J115, Ho, MIIS slant nail hangers.
3) For JUS, HUS, and MILS hangs= Neils must be driven at a 30'to 45' angle Clrmgh the joist or truss L1to the header to n1tin'e tiw_ table lad&
4) NAM 10d x 1-12' nails are 0.148' dia. x 1-12' big, 10d nails are 0.148` d'+ti x 3- long, led hats are 0.162' dia. x 3-12' long.
New products or updated product irdormatim are designated in blue f=L
Corraslon Finish INSeainleu Steel C Gaid Coat RHDG G1Triple Zinc
112
Continued on next page
Harlcz s
Face Mount Hanger Charts
i
Ftstenef.SG11! 114.'4'
" Al
'0IEi
ad2- •• Joist .
3-7/8
-
13-7/16
.'. D
1 2
f
A "-
I 1
Ind''Ftox
FAz1c
I -
I 4
Rail
1 16d I 2
Rail
116d
':'Rt UpBftr
SizeSto;xHa
JUS24-2
-Ref, NH
I LUS24-2
I 18
a
iz
S
Code•Joict
Ref.
40061
1605'
1159f 1 -,G 16'
1'"220 -I 965 } - 32i -
SUH24-2
(2)2x4 HD24-2
HUS24-2
HUS24-21F
JU32b-2-
-.:-` SUH26-2 ` -
'
" HD24-2 :'-I,HU24-2"---f,14.:13-1/8
HU326-2"".
--! HU326-21F"
H026-2 .'
-
U24-2
I HD24-2
1
I'W525 Z-k
i U26-2 -"_-
LHU326-2'""")%-14•-I
k HUSC26-2 -}
$ HU2o2
1
is
14
1 14
I 14
118(.3-1/8{
76.
14 `
11
1 3-1/8
13-7/B
1 3-1/8
3-1/8
13-1/8
3-1/81.5-1/41:.2-'4
: 3-118
3-1/8
13-1/8
I 3-12
1 3-7/16
13-7/16
5714':{-.2
5-1/76
{
is 3-1/2L2anj1-118;:7.:t=€7
{{ =5-1/4
15-1/4
1 2
2 12-111-1181
1 2
1 2
E-. 2
j ` 2'
2-72
I1.1/81
1
1
if
I{11/B
i) 1
i1.1/sI
-
-
-
1-
_
k =
fin
6
10d 1 2
10d
1 750:
'840"I 9W"1 380'1
4
1 4
4
14j-161_f.4i116d1040
10
1. 169--1 2
16d 1 2
15d 2
}':10tl 1 4'
1 70d
1 76d
1 t6d
1 lad
1 6151.635.1
I :850-
:'1150
11250
'
745. 395 ".I
[''l i 495 1
:1 995.1 109 1495 1
(7765f 1220{ 1355
I140511515{ 755
10.1
:•}
- 4
t"a
16d "] 4
t6d"; 2170d
16j I"4-I
16d 1 4
lsit 1 4
1. IOd`I
76d
11'7
10�.
14Z0-j
1 675"I
7085
loss
1230
1670f 18001 73 . 1
-e96'745I 3861
123511300f 11551
1 121 11 1155 I
1390 t1493 783 I
I
Fla=r
126
IBM
20M 2235 J1170, Ii
- -
JU52fi-2
JU328-2
HUC26-2 _'
1 WS26-2
'WS28-2
14
18
1 18
l,a_i/8
r-
13-1/8
1 3-118
�-.5-1/4
1 5-1/4
1 7-1/8
12-1rz
1 2
1 2
1{ -+.
1
1
1. Usdf
a
. 16d Lij
""1 -6.1
16d 1 4
I 16d 14
0d'
1 16d
16d
12301
129011490{': 783-
II
Maxi
-
1-
'12
4
6
1s50
1040111B511220{
113251:.1510
2085 22a 1. 117➢' _!
1355 ®'
1645{'1355
SUH26-2
SUH2B-2
I HUS2o'-2
HUS25-2ff
1 HUS28-2
(2)2x8
HUS28 21F
I U26-2
1 -
HUS25-2
HUSC25-2
I HM23-2
1 HUSC28-2
I 16
I 16
1 14
I 14
i 14
1 14
13.1/8
1 3-1/8
1 3-1/8
3.1/8
13-1/8
1 3-1/8
15-ilifi
16-1/4
1 5-1/4
5-1/4
1 7-12
1 7-118
2
I
1 2
2
1 2
1 2
1 2
1-1/81
1-1,.
1
t
1
I 1
-
_
1-
I-
-
-
LILLLOd
14
1 10d
1 1250-.1405115151
755 -1.
5'
10
1_12
1 l6d 1 4
FlOd 1 4
10d
1 10d
1.1470I
11500{
16701 1800 J 755- I
168511815I 755
12
4
1 4
6
6
1 16d I S
16d 14
1 16d 1 4
1 16d 1 6
16d 16
1 10d
t6d
1 lad
16d
1 16d
1'1765:19,5119151
1085
110a611235{
11625I
1625
7F5'.I
k.1235{ 1300 1 1155
13001 1155 1
185011 SI Isla
18501 19951 1810
HD26-2
HU26-2
14
3-7/8
i
S-7/4
2-72
I
1-1/8
I
Min
8
16d 4
H
lad
12301"1390
.1F-012685122351
114901 "780 1
11701
R8
F2
ffax
,2
IHD26-21F I
HUC25-2 1
14 1
3-1/8 15-1/4
12-12
- 11
Mu Van
a
76d B
10d
7asaf:12oP57
t14901 77N
I i
1 Y.D28-2 I
HD28-2IF I
_
--=JUS28-2:: '.'".'
-JU5210-2-',-
HU28-2 1
HUC28-2 1
WS28.2"=_"}i'".
. LM210-2 -' i
14
14
]e, l--ff-118.1'7-178:
". is -'
3-1/8 17-1/8
3-1/8 1
3-118 1
1
7-0/s 12-12
�"
9-1/8' 1{'
2-12
2'ok
1-1/8
_
Dk•"-.
1 i
Idfn
Max 1
Min
70
14
10
16d 4 1111
1� -4-1
f 6�
16d-i"d'
t6d i 6
1Qd
154a
7735I 18651 so -
2430 126101 117U
1735118651: 780: 1
1�
16d.j
t6d 1
21:.a 1
1540
Max
-''
14
.6.
8-..i
2I5512430
1325 f.1510
1&S 121051
12610 j-1170
16451"1355'
2290 1980 ?_
i SUH28-2" .-. .:I
SUH210-2 f{
' HUS28.2 -
{ HUS28-21F •. k
.-.'
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...
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"" 16
16
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q-0'-.
'`
3-1/8_
3-1/8
:3-1,11 i.
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"7-1/6
I
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.2 1=
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1-118
1 -1
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112-.1r'1A1.1
.4 1
l0d•1
15301
168S718151 7"1 '
755
2245I 24201 1135
26701 268➢1 1135
1850112251 Isla I
1995 "181➢
-121
16"1-.101
161 , 4 1.10d
I " 6
:10d
17651191511975
2DOG 1
.."
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- I
16 "I..IS&
6 "I
.5
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23501
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Max
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4
1 fi
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_ 12155.
15401735:
1Y+351C 700..
243WO 12610; 1170
1 HUS210-2:; :'
.. HUS21041F -:'
HUc28-.2.'.
HU5210-2 -1'
HUSC210-2 1
14 I'
""14 j
, 14 .1
3-1/8 I
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1:
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21701
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24301 2c-1➢1 1170
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2IS5 1
24361 MO ".1170
Rt, F32
12. 11553
W53.
308713475
5015
137251 125U
5590.1 559a I .2g75 I U 131,
P. loads have been mversed 60% for wind a seismic loads; no further increase sha0 be permitted.
2)16d sinkers (0.148 dia. x 3-1/4' lam maybe used at 0.84 of the table Bad where 16d pmmas are spedlired. This does not apply to JUS, MIS, MLIS slant ral hangers.
3) For JUS ad HUS hangers: Nails must be driven at a 30- to 45 angle through the joist orlruss into the he..zdj to achieve the table loads A
4) WS3 Woad Screws are 1/4' x 3' long and are included with HDO hangers. "
5) NAILS: 10d nails are 0.148' dia. x 3' long, 16d ara 0.162' dis. x 3-12' long. T-
New products or updated product information are desienafed in blue faR
Gor=ion Fmish 13 Stainless Steel UG01d Coat MiHDG ©Triple Zinc
114
Continued on next page
Hangers
Face Mount Hanger Charts
.
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;. .. Headpi ::..3c_Lst-Allowahk Loads(
-
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16 11 ad x 14/2 I,2250.12625j2725{ 1735 1
Joist Size
r USP �.
. -Stoex No. Ret.No.
SUH214 ! U314
I
'Lauoe
I 16
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18
16d
6 1ladx 1-12'12fi45{-3000J
301011136 '1
H0314 HU314
I 14
2.9116117-SM5I
I
2-7nI1-1l8
rain 1 16
led
8 lad xl-121'4651278012922
12 1 1359514170144M
1280
1 2045, {
M. I 24
3x 16
H03141F I HUC374
I 14
I2-9116I 11-5/1612-1/2
I
-
Min 116
I Max I 24
led
e 1 tad z 14n 11465 12780'129M
12 1 FS6:% 14170
I'12S0 1
j 4435 1 2745 1
_ _ _-HD316
I HU316
HD316F I HUG316
I 14
14
2-916I 13-516I
12-9/16 i 13-516I
2-112I
2-1/2
1-1/B
_
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M3Y
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I 16d
1 16d
12 f19dx1-121ZT?GZT I31251448b1
_ 8 110d x 1-1121 �0 131?'
1� -P I 4095.11 45:5
2146 1
3.'" 115.,0'
f 4435 f M it
26
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-
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-
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-
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2-12
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14
-
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< - ' -11540 1 1715
L :+.Ina - 1
21551 2430
1855 '780
I
2b191 1170
(2)3x10
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14
5-1/8 I O'_118
2-12I
1-1/B
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16d
d 1549117PS
N 10d
1 0 ' I2155{2430
18 a l 780
2.10 1170
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H0310-2 I HU310-2
_ _
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1-1181
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3080 1347.
19a 1 za:� 1 2780
( 12. 7 . - : , 1 3695" 4170
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13725 f 162i 1
ffi71 1065 f
4470 1 .2340 .{
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I I HD312-2' HU312-2
III
1 JUS26=3'.i. L : . ( WS26-3 .
. S4HE6-3
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I 14
1 18
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I
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16d
1 lad
1 lad
1 8 1 19d 1245512780
1 12 ( 3-54 4i7a
'4 . {. 16d . - I 1 OQ 1 1785
1:2 1- lad '-- 1100011120
12987 j'7DS5 I
.44 f 23:0 1
12201 1355 1
1155 1 380`
111651 380 I
114931 7B0 J
2235 1170 I
5.
1 81ax 1 24
' -.' ; . 4
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' 16d
2 1 ' lad :1 1165 1118-i
d�:._ 10d . -1 1230 11390
1. b .1 '.-'. -1 12001 2085
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JUS26-3 I LUS26-3
JUS28-3 i LUS28-3 1
SUH26-3 U26-3 116
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1 18 1
18 1
14-518
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2
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1165 i 390 I
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1 11230 11393
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14931 780 1
'1 1170
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14 145IB
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a i 118.50 1 2aes 1
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16d :j
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6 j 1 2155 2430
6 }ad I1540 f 1735
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18Cv 1 711
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26101 1170 I
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1
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5590 j 2975 -0
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i w..1'-w I.� �_' nice W x mr=a of se smic loam; no lureler masses shall be p^-mutted.
21 16d sinkers (0.748 du. z 3-1/4' long) may be usso at 0.S4 at the table load where 16d commons are spsafied. This does not apply to.filS, HUM, I✓US slant nail hanger
3) M3 Mad Sa %m are 1/4" x 3" long and are Included wilb HD0 hanger
4) Nee o 1ad nails are 0.148" die. x 3- IaA 16d nails are 0.16r dia. x 3-1/2" iong.
New products or updated Product Wormation are designated in blue font
Corrosion Finish HStalnless Steel 1=GOId Coat OHOG MTOple2inc
Gormnued 9n next page 117
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Tvp OhmJ 1Rh 9YP �f2 gPF' 1/�2 or N'Itvr LENWOI OF WEN. VALLEY IpED. SAME SPECIES AND CMDE OR PmEn.A1rACIIE71
Bell
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ritLq 2Ah 9YP f�J or Dalltr IAATOMIUM VALLEY VERTICAL 1151UIIT MY NOT EXCEED 12'-D',
(,)'RSO MAY SC RIPPED FROM A 2T0. (PIIUIIED ON SgVANrJ TOP OIIORO OF TRUSS DT)IEATN VALLEY SET MUIr DE ONWED )YON,
(") ATTAOH EACH VALLEY TO EVERY SUPPORTING TRUSS. VRnll PRUDE ILY AA,TTAOIIEO, MTED SIIFATIIIND APPLIED PRIOR TO VALLEY 7RUS9
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1D0 ODJ. ASCE 7-10 -�PH 141N0. PORLINS AT W CO, Oil AS 011)ERIVISE SPECIFIED DR ENOINEERS' SEALED DLSION
on
—. MEAN RK191(r. ENCLOSED UUIUINU. UY VALLEY TRU59ES USED IN LIM OF PURUN SPACIDO AS SPECIFIED ON
CAP. 0. 11CCIDENCIAL. YRNO TD DL.D PSF. ENg01EEI19' SEALED .DESIGN.
CIR �t
IAROE A A1Oil (,c,)fIOTE.TLL\TIT TOE PUIILIN BP OOK) FOR UMOINO TILE TOP CHORD OF TILE TRUSS
II 9 I1CICOVIIICO DENUIII TIE VALLEY IS LIFMVRAO ALONG TITS SLOPE OF TICE TOP C11UAU.
4'-0" Max (') LAD ED ERVEED SPANS FA ;UE DUILT AS LORD AS TIIE VER)ICAL HOONT DOES
OOTOMI CIICRD MAY DE SgVeac OR PIrCNED cur AS SIIOIVII.
Call Y20
a'-0" Max
6'-0"Max Spa
20'-0" Max (**)'
SUPPORTING TRUSSES AT 24" 04 MAXIMUN SPACING,
TRUSS
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V V CI I-"I'7 T I-1 �!
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20
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COMPANIES
R4NLE TRUSS DETNL NUIEDI
,—o,— D_o• to—D• for—n' y_� 1J—n• 14—n' 14—D" uVE LOA7 DEFUOTION CRITERIA 13 i✓21o.
_tn+— u to—n n_p to—a�`. u—a u' _1 r
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(MDIE END OUPPOMS SUAU FROM 4'—u• .
_per a_2 n—n n— ' 3-0 t4—o —0 14—U OUnPDIUMT13 WAIT a—O CMUANU.DX 12'
-D D-U' u-u IU-n ' -D x-n• -D' t -b• I'myo u UvElUTAND.
A OII Fnull '(.' UMur: WOO lull NAILS
J ron (t L' Unnce Urnr.E NNLU AT a DC.
Ii tu' EN zUIEU nNd 4' DD, UErMll 2DyEo.
It) Fun 4) 1. DMUEDI SPACE NA119 AT J UC.
•li 1U' PA .ZONES AND D' OU- UMME" ZONES.
'L' nOACINU MUST UE A MINIMUM or UUX Or WED
dl„ MEMUEli LENUlll.
fh mur
IDm P TE slzI No UP u .A—b 11tM1 uIl 2N3AN 4—U', uur 21IM1Wu. uruwc7P—D'I) A 1t—n 2.D„4 ANU Ilr n L17ES.3U I
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REFER TO CHART ADOVE FOR MPA wwuz— VERTICAL LEHOTH
cl 1^ I—" 1 T I 1 A
Fieagon bracing 11 na1 Via illpom@I@y of Im11 dmlgnor, p pip mulmlealvrer
IN Irma lobilw4a6 Pmsune mdlnyy Imons me cwlknld 14 nok prulnllard
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and
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MINIMUM GRADE DF LUMOER
Top Choral 2x4 SYP Ip2 xr boiler
Doll ChxtJ 2x4 Syp g2 or bailor
W.U. 2x4 SYP Sa or better
NEVER TO SEALED DESIUN FOR DASNrD PLATES
SPACE PICGYOACN VE TTICAU AT a OC MAX.
4 Not DIRECTLYANDCOHORDNOTHSPLICE.S MUST DE STAGGERED 50 THAT ONE SPLICE
VER
ATTACH PURUN3 to TOP OF FIAT TOP CNORD. IF PIaO Ci(
19 90LID LUMBER 011111E DOTJpM CNORD 19 DMIRED, PURLINS'
MAY DE APPLIED D FA I TH- TOP CHORD OF SUPPWaINU TRU5O.
REFER TO ENUINEEICS SEALED DESION FOR REQUIRED PURLIN SPACING.
THUS DETAIL 19 APPLIGIOLE FOR THE FOLLOWING VIIND CONDRIONST
I(e0 MPII WIND, 30' MFAR IRN. ASCE 7.10 CLOSED ULDO.
LOCATED ANYMIERE IN Door. 1 M1. FROM COAST
OAT I, W o, YAND TO DIrO PSV. cWIIND Uc DL- PSF
ENCLOSED OL40 MPH 00.3LOCATEDD ANVOIEAN liar. IttE IN 1Door
RING TO DL-O PSF, WINO DC UL+U I -Sr.
WED BRACING CHART
WED LENGTH
REgUIRED BRACING
0' TO 7'9"
NO BRACING
1x4 'T" BRACE. -SAME GRADE; SPECIE$ AS WEB
7'0" TO 10'
MEMBER, OR BETTER AND 307 LENGTH OF WEB
MEMBER. ATTACH WITH Bd NAILS AT 4" 0/0.
2x4 "T" BRACE. SAME GRADE, SPECIES B
WET
10' 70 14'
MEMBEROR AND DN
NAIOX LS ATTI4"OAS
MEMBER. ATTACH WITH 16dER
JOINT
SPANS UP TO
TYPE
30'
34'
38'
52'
A
2x4
2.5x4
2.5x9•
3x5
0
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5XG
5xG
5x6
C 1
1.50
1.5x4
I 1.5x4
1.5x4.
D
5xh
5x5
5x5
5x6
I
C.
a�nrin..n rwuleulwA WIIH uxUxl/Z UUX PLYWOOD WAIN 4—§5d NAILS IN EACH BUM FACLS ®'4'-0" O.C. MAX.
vv C9 P— F"'1 J ➢"--1 '
CTedlotl bmdng D Iwl Iha rnpoml41111y of bore Julgner, plvle monuli
nor Wn IoLlkold, pmoru uttVnyy Lawn ore caullonol Ia TTek pmN
� � Wdce «gonlfag «action bmdng IThich 11 "1Dye Ieyl,R'TO pmvenl 4
Fort Pi
ercerlslan onJ dominoing Jwln➢ ertellon and ppemlonenl Gmdng ohioh may be requ
i� 25opxx , C51—DI 5umehedpAy1CI�Fort03 r Iumebg pkl114�0..:.� (ODO)23264-4160 Torun metoGaTivdedandIoilemJ fnImlTnadandpMGxIO xLen no e6eol41g Ind
Ulrnlly to Iho lop ohorde, IhoF elm4 be Umi
T--" on g i a d gO ua ilia➢ Ge honJte ellh DmvnoGle eue
awGvo to Bm, dvmoga
on
Maxlmun Loading
55puf ul 1.33 Duration Fuclor
5Opsf ut 1.25 Duration Factor
47psf at 1.15 Duration Factor
SPACING AT 24" D.C.
L-BRACE DETAIL
W.
Nailing Patter . Note: L-Bracing to be used when continuous
3race size Nailing
Shfe Nail Spacing . lEtaral bracing is impractical. L-brcz
1x4 orb 1 10d . g� o c must cover 90.9; ofweb lengfi3.-
z4, U. orb 1 led 6"o.c.
Note: Nail along entire length of L-Brace.
(On Two-PI}rs Nail to Both PIiEs): '.
u � Web
L-Brace must be same species grade (or better) as web member.-
•
-
L-Brea Size
for One -Ply Truss
Specified Continuous
P,ows of Lateral Bracing
Web Size
1 I 2
ZY3 or 2:4 I
1 x4 -�-
2x6
2:6
2;8 I ...
^' DIRECT sNasTfRl iION
NOT F3uCA3L.
L-Breca Size
forTwo-Pty Truss
Specified Continuous
Rows of Lateral Bracing
Web
�2X4
2
2x3o
�4 I +..
?x6
2x6 .._
2x8
2;8 ...
^' DIRECT SU55TrRTiION NOTA^r(JCheL
SCAB -BRACE DETAIL I ST - SCAB -BRACE
Note: Scab -Bracing to be used when contnuous
1=_teal bating at midpoint (or T-Bate) is
impractical.
Scab must cover full length of web _/-6".
THIS DEfAJL IS NOT.APLICA.BLE WHEN BRACING IS —
REQUIREDAT [13-POINTS OR PBRACE IS'SPECInED.' "
AP_PLY2x SCAB TO ONE' FACE OF VVEB 1 uFH
2 ROWS OF 10d (3" X 0.131'1 NAILS SPACED 6"•O.C.
SCAB MUST BE THE SAME GRADE SIZE AND
SPECIES (OR BETTER) AS THE VJEB.
�\ MAXIMUM 1�B AXIAL FORCE = 2500 lbs
MAXIMUM VJEB LENGTH = 12'-0"
sCAS BP.Ace 224 MINIMUM VVEB'SIZE-
MINIMUM VdEB GRADE OF#3
Nails Sector) Detail
®� Sib -Baca
Web
Scab -Bate must be same species grade (or better) as web member.
T-BRACE / I -BRACE DE i AIL
Note: T-Bracing / I -Bracing to be used when continuous lateral bracing
is impractical. T-Brace / I -Brace must cover 90% of web length.
Note: This detail NOT to be used to cnrivert T-Brace / I -Brace
webs to continuous lateral braced webs.
Nailing Pattern
T-Br cesize NallS•¢e. Nail Spacing
1x4 or 1x5 11 10d 8' o.c.
24 or 2x6 or 2x8 I 16d 8" o.c.
Note: Nail along entire Length 'of:T-Brace! I -Brace.
(On Two -Ply s Nail to Both Plies) . .
alternate position 1
�t` t
WEB r'
NwIs Section Detail
T-Brace
��.•�� Web -
alternate position
Nails\
Web--tJ I-B race
Narts�
SPACING
T-BRACE
Brace Size
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size'
2•
for 24
1x4 �T-Brace
1x4 (') I -Brace
2x6
ix6 (') T-Brace
2x6 I -Brace
Z^8 I2x8
T-Brace
2x8 I -Brace
Brace Size
for Two-PlyTruss
Specified Continuous
Rows of Lateral Bracing
Web Size
1
2
2x3 or 2x4
2x4 T-Brace
12x4 I -Brats
26
2x6 T-Brace
2x6 I -Brace
2x8
2x8 T-Brace
2x8 I -Brace
7 Brace / I -Brace must be same species and grade (or better) as web member.
(I NOTE If SP webs are used in the truss, y x4 or US SP braces must be stress
rated boards with design values that are equal to (or better) the truss web
design values.
For SP truss lumber grades up to 4,2 with 1X bracing material, use IND 45 forT-Brace/1-Brace_
For SP truss lumber grades up to n1 with 1X bracing material, use IND 55 for T-Brace/1 B
r
Job
Truss
Truss Type
Qty
Ply
8084
Al
Roof Special
2
1
Job Reference (optional)
_Southern Truss Co., Fort Pierce, FL 34951 -- Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:42:54 2020
5z5 =
.6= 1.5.e 11
Dead mad Del =n16In
-LOADING(pst)
SPACING-
2-0-0
CSI.
DEFL,
in
(loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC0.94
Vert(LL)
-0.34
14
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.77
14
>550
180
BCLL 0.0 '
Rep Stress Incr .
YES
WB 0.73
Horz(CT)
0.44
10
n1a
n/a
-BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 217 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP M 26'Except`
B1: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W3,W8: 2x4 SP No.2
SLIDER
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-11-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1763/0-8-0 (min. 0-2-1)
10 =
1584/0-8-0 (min. 0-1-8)
Max Horz
2 =
140(LC 10)
Max Uplift
2 =
-344(LC 10)
10 =
-287(LC 11)
Max Grav
2 =
1763(LC 1)
10 =
1584(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3354/860, 3-4=-5337/1432,
TOPCHORD
2-3=-3354/860, 3-4=-5337/1432,
4-5=-4641/1247, 5-6=3990/1087,
6-7=-3990/1088, 7-8=-4660/1267,
8-9=-5428/1513, 9-10=-5938/1600
BOT CHORD
2-18=-704/2986, 15-16=1192/5023,
14-15=-921/4332, 13-14=944/4352,
12-13=-1228/5072,
11-12=-1413/5488,
10-11=-1413/5488
WEBS
3-18=1213/393, 16-18=760/3225,
3-16=-450/1883, 4-15=-739/284,
5-15=104/479, 5-14=-777/276,
6-14=-733/2824, 7-14=-804/306,
7-13=118/495, 8-13=-765/299,
8-12=-103/356, 9-12=-476/188,
4-16=-23/259
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cal. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Bearing at joint(s) 10 considers parallel to grain
value using ANSIrTPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=344, 10=287.
LOAD CASE(S)
Standard
�\GEN&
i PE.76O51
A
jO�� ORIO
i� j/SS DNA I' EN�'N����
Job
Truss
Truss Type
Oty
Ply
8084
A2
Roof Special
3
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019-Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:42:58 2020 Page 1
ID:I f5n?uVdBReTZnShAtbwRyUUId-AnYxekz67ntFIHcLOWUvc1 ubZE3ddAOsrn8oL3zkw3h
-210 10-11-0 228--0-0 20.TV
26-0-0 411-0 1-11 1. -04-11
56 =
s.6o n
ax6= 1.5v4 IT UX4 II
D..d..d o.k=rn6'n
•LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
I/dell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC0.94
Vert(LL)
-0.34 14
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
.0.78 17-18
>542
180
BCLL 0.0 "
Rep Stress Incr
YES
WB 0.73
Horz(CT)
0.44 10
n/a
n/a
. BCDL 10.0
.
Code FBC2017frP12014
Matrix-S
Weight: 230 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP M 26 -Except-
131: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W3,W9: 2x4 SP No.2
SLIDER
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-10-8 oc bracing.
JOINTS
1 Brace at JI(s): 19
MTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
2 =
1763/0-8-0 (min. 0-2-1)
10 =
1584/0-8-0 (min. 0-1-8)
Max Horz
2 =
140(LC 10)
Max Uplift
2 =
-344(LC 10)
10 =
-287(LC 11)
Max Grav
2 =
1763(LC 1)
10 =
1.584(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
2-3=-3353/863, 3-4=5346/1416,
4-5=-4616/1257, 5-6=-3991/1085,
6-7=-3992/1087, 7-8=-4660/1268,
8-9=-5428/1513, 9-10=-5938/1600
BOTCHORD
2-20=-70712984, 16-19=-1174/5023,
15-16=-930/4298, 14-15=-925/4314,
13-14=-944/4352, 12-13=-1228/5072,
11-12=-1413/5488,
10-11=-1413/5488
WEBS
3-20=-1218/383, 19-20=-763/3223,
3-19=-432/1893, 4-16=-774/258,
5-16=117/449, 5-14=746/290,
6-14=-732/2825, 7-14=-801/307,
7-13=-1191493, 8-13=-765/298,
8-12=-IQM57, 9-12=-476/188,
4-19=-4/321
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Ezp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Bearing at joint(s) 10 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=344, 10=287.
LOAD CASE(S)
Standard
M_84
i PE.76051 �
\ �
i��F��<ORIO \Z
S 0NALI
Job
Truss
Truss Type
Oty
Ply
80B4
A3
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTeKlndustries, Inc. 'Sat Feb 15 11:42:582020
Sxe=
MR 755
4,e= 1.U4 II L5r<II
. LOADING(psf)
SPACING.
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.33 15
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.77 18-19
>552
180
BCLL
0.0 '
Rep Stress Incr .
YES
WB 0.73
Horz(CT)
OA3 11
n/a
n/a
_ BCDL
10.0
Code FBC2017f rP12014
MatrixS
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP M 26 -Except-
Bt: 2x4 SP No.2
WEBS 2x4 SP No.3 `Except*
W3: 2x4 SP No.2
SLIDER
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-9-15 oc bracing.
JOINTS
1 Brace at Jt(s): 20
M7ek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1763/0-8-0 (min. 0-2-1)
11 =
1584/0-8-0 (min. 0-1-8)
Max Horz
2 =
134(LC 10)
Max Uplift
2 =
-337(LC 10)
11 =
-281(LC 11)
Max Grav
2 =
1763(LC 1)
11 =
1584(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-3352/875, 3-4=-5348/1439,
4-5=-4610/1275, 5-6=-4589/1336,
7-8=4636/1353, 8-9=-4652/1285,
9-10=-5431/1538, 10-11=-6937/1621,
6-7=-4071/1146
BOTCHORD
2-21=717/2984, 17-20=1195/5025.
16-17=795/3895, 15-16=-790/3912,
14-15=-79813916, 13-14=-125115076,
12-13=-1433/5486,
11-12=-1432/5486
WEBS
3-21=-1218/387, 20-21=774/3222,
3-20=-444/1895, 4-17=-784/266,
6-17=-317/854, 7-14=-341/920,
9-14=-780/308, 9-13=-104/355,
10-13=-463/183, 4-20=-6/322,
6-15=-169/925, 7-15=-160/883
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; 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.
PLATES
MT20
Dead Load Dal.•7116 in
GRIP
244/190
Weight: 236 lb FT=4%
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Bearing at joint(s) 11 considers parallel to grain
value using ANSUiPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=337, 11=281.
LOAD CASE(S)
Standard
N I Nil184 //
``� ��• �tCENs+�.\f���i
i PE.76051 't
.!'� - ! r*
�•
Job
Truss
Truss Type
Oty
Ply
8084
A4
HIP
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 - Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:42e59 2020
DWLt Worn=w.n
soorf s's= a411
4z = 1.5x411 t.s. 11
LOADING(psf) SPACING- 2-0-0 CS'.
DEFL. in (loc) Well L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) -0.37 13 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.82 13 >516 180
BOLL 0.0 ' Rep Stress Incr . YES WB 0.75 Horz(CT) 0.47 9 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Malr[xS Weight:2291b FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except' 4) This truss has been designed for a 10.0 psf
T3: 2z6 SP No.2 TOP CHORD bottom chord live load nonconcurrent with any
BOT CHORD 2x6 SP M 26 *Except* 1-2=-3419/1022, 2-3=-5405/1573, other live loads.
B1: 2x4 SP No.2 3-4=4716/1401, 6-7=-4752/1394, 5)' This truss has been designed for a live load
WEBS 2x4 SP No.3 *Except' 7-8=5445/1620, 8-9=-5965/1703, of * This
sf on the bottom chord in all areas where
W3: 2x4 SP No.2 BOO C 63/1600, 5-6=-5463/1600 a rectangle 3-6-0 tall by 2-0-0 wide will fit between
SLIDER BOT CHORD the bottom chord and any other members.
TOP CHORD 14=-=-1057/4370,
BRACING- 1-1571/3072, 15-18=1318/5069, 6) Bearing at joint(s) 9 considers parallel to grain Structural wood sheathing directly applied or 2-2-0 13-14=-1052/4387, value using ANSI(TPI 1 angle to grain formula.
oc pur Building designer should verify capacity of
HO 12-13=-1053/4415, bearing surface.
ROT CHORD 11-12=-1332/5098, 7) Provide mechanical connection (by others) of
Rigid ceiling directly applied or 6-4-0 oc bracing. 10-11=-1508/5511, 9-10=-1508/5513 JOINTS WEBS truss to bearing plate capable of withstanding 100 1 Brace at Jt(s): 18 2-19=-1244/433, 18-19=941/3319, lb uplift atjoint(s) except Qt=lb) 1=268, 9=268.
MTek recommends that Stabilizers and 2-18=-408/1854, 3-15=-712/264,
required cross bracing be installed during 4-15=-153/508, 6-12=140/543, LOAD CASE(S)
truss erection, in accordance with Stabilizer 7-12=-691/280, 7-11=-88/322, Standard
Installation guide. 8-11=-466/181, 3-18=-15/320,
413=-369/1534. 6-13=-373/1490
REACTIONS. (lb/size)
1 = 1590/0-8-0 (min.0-1-14) NOTES-
9 = 1590/0-8-0 (min. 0-1-8) 1) Unbalanced roof live loads have been
Max Horz considered for this design.
1 = 94(LC 10) 2) Wind: ASCE 7-10; Vult=160mph (3-second
Max Uplift gust) Vasd=124mph; TCDL=5.Opsf;
1 =-268(LC 10) BCDL=S.Opsf; h=18ft; Cat. 11; Exp B; Encl.,
9 =-268(LC 11) GCpi=0.18; MWFRS (envelope) and C-C
Max Grav Interior(1) zone; cantilever left and right exposed
1 = 1590(LC 1) DOLWFRS for
=1n60 shown; Lumber DO or members and forcesL n 1. 0 plate grip
9 = 1590(LC 1)
FORCES. (lb) 3) Provide adequate drainage to prevent water
Max. Comp./Max. Ten. - All forces 250 (lb) or less ponding. / PE. 7605, ; =
/ t
I I
- ORM
/s �Nq
Job
Truss
Truss Type
Oty
Ply
8084
B1
Scissor
5
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:00 2020 Page 1
ID:I f5n7uVdBReTZnShAtbwRyUUld-69gi307McP7zybmj7xWNhSZY72hP57o915dvQxzkw3f
8-0-0 10-10-0 15-0-0 i8-0-0 22-8.4 27-a
411-12
4.4 =
Wi
LOADING(psf) :
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/defl
L/d
. TCLL
20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL)
-0.30
8-9
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-0.66
8-9
>491
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.52
Horz(C.T)
0.34
13
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 "Except*
B1: 2x4 SP M31
WEBS 2x4 SP No.3 `Except*
W10: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-11
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 6-8
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 =
122010-8-0 (min.0-1-8)
13 =
1220/0-6-0 (min. 0-1-8)
Max Horz
1 =
208(LC 10)
Max Uplift
1 =
-234(LC 10)
13 =
-189(LC 11)
Max Grav
1 =
1220(LC 1)
13 =
1220(LC 1)
FORCES. (lb)
Max. CompJMax. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-4359/1312, 2-3=-3652/1120,
3-4=-2806/889, 4-5=2151/697,
5-6=-2181/686, 8-13=-1220/362
BOT CHORD
1-12=-1327/4000, 11-12=1328/4003,
10-11 =-1 050/3366, 9-1O=747/2601,
8-9=-524/1645
WEBS
2-11=629/269, 3-11=-44/341,
3-10=-813/313, 4-10=148/493,
4-9=-782/317, 5-9=-394/1356,
6-9=37/460, 6-8=-1959/665
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
PLATES
MT20
o.ad goad 0e -visor
GRIP
244/190
Weight:1441b FT=4%
5) Bearing at joint(s) 1, 13 considers parallel to
grain value using ANSI/rPI 1 angle to grain
formula. Building designer should verify capacity
of bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoint(s) except (t=lb) 1=234, 13=189.
LOAD CASE(S)
Standard
OCENS , i
v
i PE.76051 �
-6 (1 !
01�� T--/r,� i
�4r;��
S oNA i )ENG?\N
Job
Truss
Truss Type
Qty
Ply
8084
B2
Roof Special
1
1
Job Reference (optional)
Soutnem I russ Co., Fort 'Pierce, FL 34Y61 Hun:-8.310 s JUI 27 2019 Print: 8.310 s Jul 27 2019 MiTek industries, Inc. Sat Feb 15 11:43:00
Deed Load 1 a1 • V161n
.1=
158= 1.4 II 91.5M II
8-0-c 10.10-0 15-0-0 18-0-0 249$ 28-7 228-1-0
6-0-0 ~ 410.0 I 4-2-0 I 3-0-0 6-9-8 1-9-8 1-8-0
Plate Offsets (X,Y)—
[1:0-2-6,Edgel,[3:0-2-0,0-3-01. r6:0-2-8 0-2-41 [7:0-2-0
0-1-12] [16:0-2-8 0-3-41
LOADING(psf) t
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.44
Vert(LL)
-0.22 16
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.49 16-17
>672
180
BCLL 0.0
Rep Stress Incr YES
WB 0.57
Horz(CT)
0.33 9
n/a
n/a
BCDL 10.0
Code FBC2017r[PI2014
Matrix-S
Weight: 153 lb FT=4%
-LUMBER-
TOP CHORD 2x4 SP No.2 `Except`
T3,T1: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 `Except`
81:2x4 SP M31
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural woad sheathing directly applied or 3-3-2
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size)
9 =
1242/Mechanical
1 =
1242/0-8-0 (min. 0-1-8)
Max Horz
1 =
222(1C 10)
Max Uplift
9 =
-199(LC 11)
1 =
-236(LC 10)
Max Grav
9 =
1242(LC 1) .
1 =
1242(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-4454/1349, 2-3=-3757/1163,
3-4=-2913/928, 4-5=-2260/752,
TOPCHORD
1-2=-4454/1349, 2-3=-3757/1163,
3-4=-2913/928, 4-5=2260/752,
5-6=-23191728, 6-7=-1377/436,
9-11=-1224/383
BOT CHORD
1-1 7=-1 386/4088, 16-17=1387/4091,
15-1 6=-1 115/3466,
14-15=-809/2698, 13-14=-455/1498,
12-13=-169/595, 11-12=-171/586
WEBS
2-16=622/263, 3-16=-44/333,
3-15=-810/319, 4-15=-141/509,
4-14=784/287, 5-14=-371/1337,
6-14=-150/632, 6-13=-1336/509,
7-13=-448/1503, 7-11=-1388/399
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCD1-=5.0psf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Inte6or(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 nonconcurrenl with any
other live loads.
5) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 1 considers parallel to grain
value using ANSlrrPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 9=199, 1=236.
LOAD CASE(S)
Standard
N
/ PE.76051
--6 n
lC�;
bNA i (ENG����\\
Job
Truss
Tmss Type
qty
Ply
8084
B3
Roof Special
1
1
Job Reference optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:01 2020 Page 1
I D:I_rSnluVdBReTZn5hAtbwRyUUld-aME4Gme_PiFgZlKvhe2cEfwDaR3mgV7JXIM5yNzkw3e
t0i6-0-0 70.10-0 15-0-0 17-0-0 19-0-0 22-9-9 24-8-a 28-1V
4-700 42-0 F 2-0.0 ~2-0-0 3-9$ 1-9-e 3-&a
4.e= a.4=
oa.d L..d oA-&1sm
us.. u
LOADING(psf) '
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
Ud
PLATES GRIP
- TCLL 20.0
Plate Grip DOL
1.25
TC 0.44
Vert(LL)
-0.22 17
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.50 17-18
>667
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.90
Horz(CT)
0.35 10
n1a
n/a
BCDL 10.0
Code FBC2017(rP12014
Matrix-S
Weight: 161 Ito FT= 4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SPM 31
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-3-2
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-7-3 oc bracing.
MiTek recommends that Stabilizers and
required crass bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
10 =
1242/Mechanical
1 =
1242/0-8-0 (min. 0-1-8)
Max Horz
1 =
216(LC 10)
Max Uplift
10 =
-191(LC 11)
1 =
-232(LC 10)
Max Grav
10 =
1242(LC 1)
1 =
1242(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=4454/1365, 2-3=-375711182,
3-4=-2915/947, 4-5=-2894/1012,
TOPCHORD
1-2=-4454/1365, 2-3=-3757/1182,
3-4=-2915/947, 4-5=2894/1012,
5-6=-2254/788, 6-7=1978/696,
7-8=-1735/582,10-12=-1219/390
BOT CHORD
1-18=-1401/4088, 17-18=-1402/4091,
16-17=-1132/3466,
15-16=-662/2261, 14-15=-610/2079,
13-14=-353/1160, 12-13=-355/1144
WEBS
2-17=-614/260, 3-17=-45/330,
3-16=-813/318, 5-15=-39/252,
6-15=-215/838, 6-14=-460/108,
1-14=-928/366, 8-14=-361/1275,
8-12=-1684/521, 5-16=-355/940
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) . This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 1 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 10=191. 1=232.
LOAD CASE(S)
Standard
1 N j
v `
i PE.76051 �
_ /
//Ili; SS O/VA' I ENG�\\\\\
Job
Truss
Truss Type
Qty
Ply
8084
64
Hip
1
1
Job Reference (optional)
Southem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi fek Industries, Inc. Sat Feb 15 11:43:02 2020 Page 1
ID:If5n?uVdBReTZnShAtbwRyUUld-2YoSU60cAONhBw6FMZrmt3MBrPOY?1SIP6oUgzkw3d
6.0-0 10.70-0 1S0.0 16-0-0 22-9-0 26-10
6-0.0 1 4-10-11 4-z-o 3-0-0 4-9-0 540 '
D-d wed Deft. as 6m
4x4= 1.II 4x5=
Ysxeo 1x4 II a 1.5x411
6-0-0 10.10.0 15-0-0 18-0-0 22-9-0 26-7-0 28-1-0
1 6-0-0 4-70-0 4-2-0 3-0-0 1 4-9-0 3-10-0 1-6-0
Plate Offsets (X,Y)—
[1:0-3-1 0,Edgel.[2:0-2-0,0-3-01 [4:0-2-0
0-1-12]
[6:0-2-12 0-1-121 [7:0-1-12
0-1-12]
[8:0-2-8 0-0-12] 115:0-2-8
0-3-4]
LOADING(psf)
SPACING. 2-0-0
CSI.
DEFL.
in
(loc)
Wall
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Vert(LL)
-0.24
15
>999
240
MT20 244/190
* TCDL 15.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.54
15
>613
180
BCLL 0.0
Rep Stress Incr YES
WB 0.66
Horz(CT)
0.36
8
n/a
Na
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight: 149 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 31
-
TOP CHORD
5) * This truss has been designed for a live load
BOT CHORD 2x4 SP No.2 *Except*
1-2=-4455/1391, 2-3=-3757/1218,
of 20.Opsf on the bottom chard in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
Bt: 2x4 SP M 31
WEBS 2x4 SP No.3
3-4=-2912/978, 4-5=2973/1045,
5-6=-2973/1045, 6-7=-1629/534,
the bottom chord and any other members.
BRACING-
1219/401, 7-10=-1201/419
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 1 considers parallel to grain
TOP CHORD
Structural wood sheathing directly applied or 2-9-9
OT C
BOO CHORD
1-16=-14P , 15-16=-1428/4084,
value using ANSI1TPI 1 angle to grain formula.
Building designer should verify capacity of
oc purlins, except end verticals.
1414=8 1 70/34
bearing surface.
ROT CHORD
Rigid ceiling directly applied or 5-6-0 oc bracing.
/2664,2,
13.14=-848/2664, 12-13=-461/1501
WEBS
8) Provide mechanical connection (by others) of
MiTek recommends that Stabilizers and
2-10=-590/252, 3-15=-41/323,
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) except (jt=1b) 8=204, 1=222.
required crass bracing be installed during
3-14=-825/327, 4-14=-143/535,
truss erection, in accordance with Stabilizer
4-13=-159/552, 5-13=-281/159,
Installation quide.
6-13=-573/1736, 6-12=-609/275,
LOAD CASE(S) -
7-12=-436/1453
Standard
REACTIONS. (lb/size)
8 = 1242/Mechanical
NOTES-
1 = 124210-8-0 (min. 0-1-8)
1) Unbalanced roof live loads have been
Max Horz
considered for this design.
1 = 203(LC 10)
2) Wind: ASCE 7-10; Vult=160mph (3-second
Max Uplift
gust) Vesd=124mph; TCDL=5.Opsf;
8 = .204(LC 7)
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl.,
1 = .222(LC 10)
GCpi=0.18; MWFRS (envelope) and C-C
. Max Grav
Interior(l) zone; cantilever left and right exposed
8 = 1242(LC 1)
;C-C for members and forces & MWFRS for
1 = 1242(LC 1)
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
FORCES. (lb)
3) Provide adequate drainage to prevent water
j
Max. Comp./Max. Ten. - All forces 250 (lb) or less
ponding.
4) This truss has been designed for a 10.0
M_B�E9////
except when shown.
psf
bottom chord live load nonconcurrent with any
\\\\ \P,�
TOP CHORD
other live loads.
j CE -
/ ,\ NS,f
1-2=4455/1391, 2-3=3757/1218,
3-4=-2912/978, 4-5=.2973/1045,
\ F `
/
i O � ,c•. r non /
ENG?�\\�
Job
Truss
Truss Type
Qty
Ply
8084
C1
HALF HIP
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sal Feb 15 11:43:03 2020
04=
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL,
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.13
6-7
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.27
6-7
>927
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.83
Horz(CT)
0.04
6
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 31 -Except"
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-1-12
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 7-7-1 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
950/Mechanical
6 =
950/0-5-12 (min. 0-1-8)
Max Horz
1 =
222(LC 10)
Max Uplift
1 =
-166(LC 10)
6 =
-199(LC 7)
Max Grav
1 =
950(LC 1)
6 =
950(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=1787/457, 2-3=-1055/301,
34=889/308
BOTCHORD
1-8=593/1584, 7-8=-593/1584,_ .-.
BOT CHORD
1-8=-593/1584, 7-8=-593/1584,
7-9=-224/570, 9-10=224/570,
6-10=-224/570
WEBS
2-8=0/273, 2-7=-800/325,
4-7=143/538, 4-6=-941/380
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=S.Opsf; h=18ft;'Cat. ll; Exp B; 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 nonconcurrenl with any
other live loads.
4) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL = 1 O.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift atjoinl(s) except Ot=lb) 1=166, 6=199.
44=
4
LOAD CASE(S)
Standard
Nae Lo.d Den a ire m
1.5:4 II
s
U4=
PLATES GRIP
MT20 244/190
Weight: 113lb FT = 4%
\\\\\\\\PNl M, B( ///"�i
i PE.76051 �t
6t i ti - -
74 \
�\\
////SS01VA(IENGO\\\\\
Job
Truss
Truss Type
Oty
Ply
8084
C2
HALF HIP
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:04 2020 Page 1
ID:I_fSn7uVdBReTZnShAtbwRyUUld-?"Dvo2tidePQC3UMnbJrl8gFfeGDzAIDjb7Zlzkw3b
6-3-511-0-0 16-0-2 21-3-12
6.3-5 I 2 1 5-0-2 5$10
DWLu.d om•+re in
4.4 = 1x4 0 ].4 =
x 4 5
LOADING(psf) i
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/deft
Ltd
TCLL
-TCDL
20.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL)
-0.06
1-9
>999
240
15.0
Lumber DOL
1.25
BC 0.61
Vert(CT)
-0.16
1-9
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.43
Horz(CT)
0.04
6
n/a
We
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or
2-11-12 oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-5-8 oc bracing.
Mi fek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
950/Mechanical
6 =
950/0-5-12 (min. 0-1-8)
Max Horz
1 =
188(1-C 10)
Max Uplift
1 =
-162(LC 10)
6 =
-205(LC 7)
Max Grav
1 =
950(LC 1)
6 =
950(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1883/515, 2-3=-1283/399,
3-4=-851/300, 4-5=-852/301,
5-6=-902/352
BOT CHORD
1-9=-620/1680, 8-9=620/1680,
BOT CHORD
1-9=620/1680, 8-9=-620/1680,
7-8=394/1099
WEBS
2-8=656/257, 3-8=-85/423,
3-7=338/128, 4-7=-410/239,
5-7=-397/1124
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpr=u.Io; 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 3-6-0 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 100
Ito uplift at joint(s) except at=lb) 1=162, 6=205.
LOAD CASE(S)
Standard
1.5x4 II
21-3-12
5-3-10
PLATES
GRIP
MT20
244/190
Weight:114lb
FT=4%
NAI B4
�1GEN&-,��ii
i PE.76051
-6 n _
(0
Job
Truss
Truss Type
City
Ply
8084
C3
HALF HIP
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:04 2020 Page 1
ID:I f5n?uVdBReTZn5hAtbwRyUUld-?"Dvo2tidePOC3UMnbJrlai2f430xslDjb7Zizkw3b
5-510 9-0-0 15-0-2 21312
HAS f 3-a4 i 6-0-2 I 6370
oeaa LoaO tle2 • v4ln
a:4= tx4 II 34=
a 4 s
LOADING(psi) 1
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.56
Ved(LL)
-0.18
1-8
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.88
Vert(CT)
-0.41
1-8
>623
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.51
Horz(CT)
0.04
6
n/a
n/a
BCDL
10.0
Code FBC2017fTP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 34-10
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 7-1-14 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 =
950/Mechanical
6 =
95010-5-12 (min. 0-1-8)
Max Horz
1 =
155(LC 10)
Max Uplift
1 =
-152(LC 10)
6 =
-209(LC 7)
Max Gray
1 =
950(LC 1)
6 =
950(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=1879/591, 2-3=-1527/471,
3-4=-1175/415. 4-5=-1175/415,
5-6=-889/355
BOT CHORD
1-8=-659/1685, 7-8=-45711340
BOT CHORD
1-8=65911685, 7-8=-457/1340
WEBS
2-8=-391/238, 3-8=-48/442,
4-7=492/287. 5-7=-477/1345
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.0psf;
BCDL=5.Opsf; h=18ft; Cal. 11; Exp B; 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 3-6-0 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 100
lb uplift at joint(s) except (jt=lb) 1=152, 6=209.
LOAD CASE(S)
Standard
PLATES
MT20
t.5x4 II
GRIP
2441190
Weight:106lb FT=4%
i PE.t7605i
Job
Truss
Truss Type
qty
Ply
8084
C4
FLAT
1
1
Job Reference (optional)
SOutnem I cuss Oo., hon Ylerce, FL 34951 Run: 8.310 s Jul 27 2019-Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:05 2020 Page 1
I D:I_f5n?uV dBReTZnShAtbwRyUUId-T7Tb673VTxmG2MehwUSYOVhw03 WtlOFuS MKg59zkw3a
5-0-13 V0 7-14 16-10-15 21-312
S-0-13 I 53-1 I 5 1 54-13
1.4 II
5a8 =
Dead Lead M. • tnsln
.4=
1.5x4 p _ - - 1bv4 II
LOADING(pso 3
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.06
8
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.14
8-9
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.57
Horz(CT)
0.03
6
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-2
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7.8.4 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabil'Izer
Installation guide.
REACTIONS. (lb/size)
10
946/Mechanical
6 =
946/0-5-12 (min. 0-1-8)
Max Uplift
10 =
-218(LC 6)
6 =
-218(LC 6)
Max Grav
10 =
946(LC 1)
6 =
946(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-10=-895/341, 1-2=-1331/452,
2-3=-1331/452, 3-4=-1331/452,
4-5=-1331/452, 5-6=-895/341
BOTCHORD
8-9=-590/1736, 7-8=-590/1736
WEBS
1-9=-506/1491, 2-9=-396/232,
WEBS
1-9=-506/1491, 2-9=396/232,
3-9=-465/159, 3-7=-465/159,
4-7=396/232, 5-7=506/1491
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cal. II; Exp B; Encl.,
2
2
1
=0.18; MWFRS (envelope) and GC
Interior(1) zone; cantilever left and right exposed
;GC 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 nonconcurrenl 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 100
lb uplift at joint(s) except (jt=lb) 10=218, 6=218.
PLATES GRIP
MT20 244/190
Weight: 117 Ib FT = 4%
LOAD CASE(S) \�\���P1)MII 8k1//�
Standard
r PE.7�1 �
J 1
f
— OR I D
�j//SSONAL
a
Job
Truss
Truss Type
Qty
Ply
8084
C5
FLAT GIRDER
1
1
Job Reference (optional)
sournem I russ co., tort tierce, FL 34a01 non: 8.310 s Jul 27 2019 Pnnt: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 1 t43:06 2020
Deed toad Ne aV16In
5-0-13 10-7-14 15-10A5 21-3-12
5<-13 8-3-1 5.3-1 Sb13
Plate Offsets (X,Y)—
[1:0-2-4,0-1-8], r3:0-4-0.0-3-01 [5:0-2-4,0-1-81 [6:0-2-8
0-1-41. 17:0-4-4 0-3-0]
r9:0-4-8 0-2-12] [10:0-2-8
0-1-4]
LOADING(psf) {
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Vert(LL)
0.18
8
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.35
7-8
>721
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.61
Horz(CT)
0.06
6
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matra-S
Weight: 109 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 No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-1 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
10 =
1324/Mechanical
6 =
1306/0-5-12 (min. 0-1-9)
Max Uplift
10 =
-372(LC 4)
6 =
-365(LC 4)
Max Grav
10 =
1324(LC 1)
6 =
1306(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-10=1240/404, 1-11=-2598/733,
11-12=-2598/733, 2-12=-2598/733,
2-13=-2598/733, 13-14=-2598/733,
3-14=25981733, 3-15=-25951732,
15-16=-2595/732, 16-17=-25951732,
Continued on page 2
TOPCHORD
1-10=1240/404, 1-11=-2598/733,
11-12=-2598f733, 2-12=-2598/733,
2-13=-25981733, 13-14=-2598f733,
3-14=-2598/733, 3-15=-2595/732,
15-16=-2595/732, 16-17=-2695f732,
4-17=-2595/732, 4-18=-2595/732,
18-19=-2595/732, 5-19=-2595f732,
5-6=1228/393
BOTCHORD
9-22=-958/3395, 22-23=-958/3395,
8-23=958/3395, 8-24=-958/3395,
24-25=-958/3395, 25-26=-958/3395,
7-26=958/3395
WEBS
1-9=767/2720, 2-9=524/297,
3-9=-860/243, 3-8=0/335,
3-7=-863/245, 4-7=-523/296,
5-7=-767/2719
NOTES- J
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; End
GCpi=O.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) 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
III uplift at joint(s) except (jl=11a) 10=372, 6=365.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 72 Ib down and 67 lb up at 1-4-12, 72 lb
down and 67 lb up at 3-4-12, 72 lb down and 67
Ib up at 5-4-12, 72 lb down and 67 lb up at
74-12, 72 lb down and 67 lb up at 9-4-12, 72 Ito
down and 67 lb up at 11-4-12, 72 Ib down and 67
Ib up at 134-12, 72 lb down and 67 Ib up at
15-4-12, and 72 lb down and 67 lb up at 174-12,
and 72 lb down and 67 lb up at 194-12 on top
chord, and 52 lb down at 14-12, 52 lb down at
34-12, 52 lb down at 5-4-12. 52 Ib down at
74-12. 52 lb down at 94-12. 52 lb down at
114-12, 52 lb down at 134-12, 52 lb down at
154-12, and 52 Ib down at 17-4-12, and 52 Ib
down at 194-12 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 �(el as front (F) or back
LOAD CA*3 �\GENs
Standard 7 F 1
1) ggead�Roof♦♦live p r�q¢��Lumb�r
.i 5, Plate ' r=h.25 t1 =
Job
Truss
Truss Type
Qty
Ply
8084
C5
FIATGIRDER
1
1
Job Reference (optional)
• Southern Truss Co., Fort Pierce, FL 34951
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-5=-70, 6-10=-20
Concentrated Loads (Ib)
Vert: 9=-26(B) 2=-48(B) 11=48(B) 12=-48(B)
13=-48(B) 14=-48(B) 15=-48(B) 16=48(B)
17=4B(B) 18=-48(B) 19=48(B) 20=26(B)
21 =-26(B) 22=-26(B) 23=-26(B) 24=26(B)
25=26(B) 26=-26(B) 27=-26(B) 28=26(13)
Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11.43:06 2020 Page 2
ID:I_f5n?uVdBReTZnShAtbwRyUUld-xJizJT47EFu79WDIUComjDl WSk9Ugm2g04Ddbzkw3Z
/
L\CENg��
PE.76051 t __
Lill
I
f*
i/FS0 RIDS �� N
Job
Truss
Truss Type
Qty
Ply
80B4
D1
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s.Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:07 2020 Page 1
ID:I_f5n?uVdBReTZnShAtbwRyUU ld-P WbLXp4l?Y0_Hgo32v80TwmDDs9d Dl_Bvgpn9l zkw3Y
-2-0-0 7-0-0 I 13-0-0 18-10-8 24-9-0 29-1-0
2-0-0 7-0-0 6-0-0 5-10-8 5-10-8
.5=
10 II
1.4 =
o.dd .d o.n. lrem
�.- ,i 1.5a4 II
7-0-0 13-0-0 1 i-ida 249-o L3-1-0
' 7-0-0 I E-o-o I 5-10-a I s-10-s I 3-4-o I
Plate Offsets (X,Y)—
12:0-2-0,Edgel.[4:0-2-8 0-1-121, r6:0-2-0
0-1-12]
[8:0-2-8 0-0-121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
-0.09 12-13
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.70
Verl(CT)
-0.21 12-13
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.55
Horz(CT)
0.07 8
Na
n/a
BCDL 10.0
Code FBC2017/ TPI2014
Matrix-S
Weight: 163 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or
2-11-15 oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-11-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1417/0-8-0 (min. 0-1-11)
8 =
1235/Mechanical
Max Hoe
2 =
215(LC 10)
Max Uplift
2 =
.266(LC 6)
8 =
-231(LC 7)
Max Grav
2 =
1417(LC 1)
8 =
1235(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOPCHORD
2-3=-2477/642, 3-4=-1802/565,
4-5=-1428/523, 5-6=-1428/523,
6-7=728/249, 7-8=-1216/404
TOPCHORD
2-3=-2477/642, 3-4=-1802/565,
4-5=-1428/523, 5-6=-1428/523,
6-7=728/249, 7-8=-1216/404
BOT CHORD
2-13=-689/2182, 12-13=-689/2182,
11-12=-502/1568, 10-11=-502/1568,
9-10=-206/659
WEBS
3-13=0/210, 3-12=-676/233,
4-12:Z468, 5-10=470/266,
6-10=-349/1063, 6-9=-757/315,
7-9=327/1064
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. ll; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Inte6or(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ib uplift at joint(s) except Qt=lb) 2=266, 8=231.
LOAD CASE(S)
Standard
i
_kCENg
i PE.76051 \\
6� ( -6 /1
- 7
01
ORIO
�NAi 1 ENG
Job
Truss
Truss Type
Oty
Ply
8084
D2
Hip
1
1
Job Reference (optional)
umem Truss Co., Fort Pierce, FL 3495 i Kun: 8.31u s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:07 2020 Page 1
ID:I_f5n7uVOBReTZn51 WtbwRyUUld-P W bLXp417Y0_Hgo32va0TwmESsA_Dl5Bvgpn91zkw3Y
-2-0-0 GO-0 7-2-7 246-130 I 2-' %-1-00 582-7 5297 1-00
4.4 =
Ond mad Deft • IM M
4i4= 1.U411
1 .,.-- .,.a = m4 =
LOADING(psf) {
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
Udefl
Ud
PLATES GRIP,
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
-0.09 12
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.61
Vert(CT)
-0.22 11-12
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.54
Horz(CT)
0.07 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 161 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING.
TOP CHORD
Structural wood sheathing directly applied or 3-4-3
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-10-2 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation auide.
REACTIONS. (lb/size)
2 =
141710-8-0 (min.0-1-11)
9 =
1235/Mechanical
Max Horz
2 =
202(LC 10)
Max Uplift
2 =
-281(LC 6)
9 =
-260(LC 7)
Max Grav
2 =
1417(LC 1)
9 =
1235(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2508/649, 34=-1990/615,
4-5=-1835/635, 5-6=1835/636,
6-7=-1360/474
BOTCHORD
2-13=.701/2214, 12-13=-701/2214,
BOTCHORD
2-13=-701/2214, 12-13=-701/2214, LOAD CASE(S)
11-12=58211758, 10-11=451/1359, Standard
9-10=1121312
WEBS
3-12=-503/183, 4-12=-37/392,
5-11=-389/220,6-11=-213/630,
6-10=-803/367, 7-10=454/1404,
7-9=-1209/458
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) • This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
to uplift at joint(s) except Qt=lb) 2=281, 9=260.
<�' OGENs�.��
i PE.76051
l
0RI9�%\��i��
S 0NA ENG \��\
Job
Truss
Truss Type
Qty
Ply
8084
D3
Half Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat, Feb 15 1 T:43:05 202o
6.4 =
10 11 sse WE= b4 =
Deed ued Dan - vun
ixeu a:e— an:.— 1.4511
9-0.0 15-2-9 21-6-15 26-1-0_ _
9-0-0 6-2-9 i 6-4-5 F 661-1
Plate Offsets (X Y)—
[2:0-2-0 Edoel r3:0-2-4 0-2-12] [5:0-4-0
Edoe] [7:0-2-0
0-1-81 19:0-1-12 0-1-121 [10:0-4-0
0-3-01
LOADING(psf) 1
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Vd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(L-)
-0.17
2-11
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.93
Vert(CT)
-0.41
2-11
>814
180
BCLL 0.0
Rep Stress Incr YES
WB 0.73
Horz(CT)
0.07
8
n/a
n/a
BCDL 10.0
Code FBC2017(rP12014
Matrix-S
Weight: 142 lb FT=4%
1
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
Tt: 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-7-8
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 =
1235/Mechanical
2 =
141710-8-0 (min. 0.1-11)
Max Horz
2 =
181(LC 10)
Max Uplift
8 =
-279(LC 7)
2 =
-296(LC 6)
Max Grav
8 =
1235(LC 1)
2 =
1417(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
2-3=2319/639, 3-4=-22847771,
4-5=-2284/771, 5-6=-2284/771,
TOPCHORD
2-3=2319/639, 3-4=2284/771, LOAD CASE(S)
4-5=2284/771, 5-6=2284/771, Standard
6-7=-1678/564, 7-8=11761441
BOTCHORD
2-11 =-647/201 1, 10-11=-650/2004,
9-10=-564/1678
WEBS
3-11=0/347, 3-10=-142/328,
4-10=-429/253, 6-10=-2401705,
6-9=-843/403, 7-9=-644/1915
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(l) 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
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 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 100
Ib uplift at joint(s) except OtAID) 8=279, 2=295.
�\\Qj OCENs����
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Job
Truss
Truss Type
Oty
Ply
8084
D4
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:09 2020 Page 1
ID:I f5n7uVdBReTZn5hAtbwRyUUld-Luj6yV67XAGhXyS9KBUYLrUWgr9h5KUM_IuEwzkw3W
-2-0-0 7-0-0 1
�I --11-1 I 157-3412 526-0 6-0
2 5-0 2-0
-9 -34 5-5-0
Deed U.d OK • $116 m
54k I I 1.411 5z0 = ][Bv 1x< 3.5zB=
4 6 e
Imam
][04 14 2< 35 19 38 27 12 2111 2B 30 1031 32 33 p
Ld 11 3z6= 4x6MR0X6=10II 4z12= 15K 11
7-0-0
7-0-0 2-1 -a I 1712 I 0 a
a22
5A sw s-3-4 -0-0
s5-o
Plate Offsets (X,Y)— [2:0-3-3,0-1-81.[3:0-2-4 0-2-12] [5:0-4-O,Edge] [8:Edge 0-1-81 r9:Edge 0-1-121 r10:0-2-4 0-2-01 rl3:0-3-0 0-1-81
LOADING(psf) 1 SPACING- 2-0-0 CS]. DEFL. in (loc) Udell L/d PLATES GRIP
. TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.28 11-13 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.56 11-13 >596 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 144 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31 NOTES-
BOT CHORD 2x4 SP M 31 TOP CHORD 1) Wind: ASCE 7-10; Vult=160mph (3-second
WEBS 2x4 SP No.3 *Except* 2-3=-4890/1368, 3-15=5796/1713, gust) Wind:
AS E 7-10; TClt=160 p h
W2: 2x4 SP No.2 15-16=-5796/1713, 4-16=-5796/1713, Bust) Va d=1 h=18ft; Cat. II; Exp f, Encl.,
OTHERS 2x4 SP No.3 4-17=5796/1713, 5-17=-5796/1713, GCpi= 5.Op MW=18 (envelope); cantilever left
WEDGE 5-18=-5796/1713, 6-18=-5796/1713,
Left: 2x4 SP No.3 6-19=-3721/1093, and right exposed ; Lumber DOL=1.60 plate grip
BRACING- 19-20=3721/1093, 7-20=3721/1093, DOL=1.60
TOP CHORD 7-21=-3721/1093, 2) Provide adequate drainage to prevent water
Structural wood sheathing directly applied or 2-9-13 21-22=-3721/1093, ponding.
oc pudins, except end verticals. 22-23=-3721/1093, 8-23=-3721/1093, 3) All plates are MT20 plates unless otherwise
BOT CHORD 8-9=2368/77D indicated.
Rigid ceiling directly applied or 6-1-3 oc bracing. BOT CHORD 4) This truss has been designed for a 10.0 psf
WEBS 2-14=-1282/4379, 14-24=-1284/4357, bottom chord live load nonconcurrent with any
1 Row at midpt 6-10 24-25=-1284/4357, other live loads.
MiTek recommends that Stabilizers and 13-25=-1284/4357, 5)' This truss has been designed for a live load
13-25=-1639/5572, of 20.Opsf on the bottom chord in all areas where
required cross bracing be installed during a rectangle 3-6-0 tall by 2-0-0 wide will fit between
truss erection, in accordance with Stabilizer 26-27=-1639/5572, the bottom chord and any other members.
Installation quide. 12-27=-1639/5572, 6) Refer to girder(s) for truss to truss connections.
12-28=-1639/5572, 7) Provide mechanical connection (by others) of
REACTIONS. (lb/size) 11-28=-1639/5572, truss to bearing plate capable of withstanding 100
9 = 2480/Mechanical 11-29=-1639/5572, lb uplift at joinl(s) except Qt=lb) 9=728, 2=682.
2 = 2407/0-8-0 (min. 0-2-0) 29-30=-1639/5572,
Max Horz 10-30=-1639/5572
2 = 147(LC 8) WEBS
Max Uplift 3-14=0/632, 3-13=512/1661,
9 =-728(LC 5) 4-13=-731/409, 6-13=-100/256,
2 =-682(LC 4) 6-11=01442. 6-10=-2124/626,
Max Grav 7-10=778/430, 8-10=1231 /4188
2 = 2407(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less i
/ PE.76051 _
Lill
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///// / 1111111��\ �✓
Job
Truss
Truss Type
Oty
Ply
8084
D4
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:09 2020 Page 2
ID:If5n?uVdBReTZnShAtbwRyUUld-Luj6yV6?XAGhXyS9KBUYLrUWBr9h5KUM_IUE=kw3W
NOTES-
,8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
197 lb down and 247 Ito up at 7-0-0, 131 lb down
and 136 lb up at 9-0-12, 131 lb down and 136 Ito up
at 11-0-12, 131 lb down and 136 lb up at 13-0-12,
131 lb down and 136 lb up at 15-0-12, 131 lb down
and 136 lb up at 17-0-12, 131 lb down and 1361b
up at 19-0-12, 131 lb down and 136 Ib up at
21-0-12, 131 lb down and 136 lb up at 23-0-12,
and 131 Ito down and 136 lb up at 25-0-12, and 131
lb --down and 136 lb up at 26-9-3 on top chord, and
320 lb down and 60 lb 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 Ito down at 19-0-12. 92 lb down at
21-0-12, 92 lb down at 23-0-12, and 92 lb down at
25-0-12, and 92 lb down at 26-9-3 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
(B),
LOAD CASE(S)
Standard
1) Dead +Roof Liye (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-8=-70, 2-9=-20
Concentrated Loads (lb)
Vert: 5=-131(B) 14=269(B) 3=-197(B) '
15=-131(B) 16=131(13) 17=131(B) 18=-131(B)
19=131(B) 20=131(B) 21=131(B) 22=-131(B)
23=431(B) 24=46(B) 25=-46(B) 26=46(B)
27=46(B) 28=46(B) 29=46(B) 30=-46(B)
31=46(B) 32=46(B) 33=46(B)
76.051 kt
OR I O'.\��4\�� n
DNA i ENG \���
A A
Job
Truss Type
Qty
Ply
8084
TE
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul Z7 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:10 Z02u
US=
,.4 11
Bx5=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
- TCLL
20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
-0.18
1-9
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 1.00
Vert(CT)
-0.44
1-9
>797
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.22
Horz(CT)
0.11
5
n/a
n/a
BCDL
10.0
Code FBC20171TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 31 'Except-
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
1320/0-8-0 (min. 0-1-9)
5 =
1320/0-8-0 (min. 0-1-9)
Max Horz
1 =
-57(LC 15)
Max Uplift
1 =
-213(LC 7)
5 =
-213(1-C 6)
Max Grav
1 =
1320(LC 1)
5 =
1320(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
1-2=-2531/783, 2-3=-2597/925,
3.4=-2597/925, 4-5=-2531f783
BOTCHORD
1. 9=-616/2235, 8-9=-618/2227,
BOTCHORD
1-9=-616/2235, 8-9=-618/2227,
7-8=-618/2227, 6-7=618/2227,
5-6=-616/2235
WEBS
2-9=0/358, 2-8=-157/584,
3-8=-423/229, 4-8=-157/584,
4-6=0/358
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasu=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 1=213, 5=213.
LOAD CASE(S)
Standard
PLATES
MT20
Dead Load D4.=114In
GRIP
2441190
Weight: 12911b FT=4%
�10ENg�N��ii
i PE.76051 t. _
Job
Truss
Truss Type
QtY
Ply
8084
E2
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MITek Industries, Inc. Sat Feb 15 11:43:11 2020 Page 1
ID:I fsn?uVdBReTZn5AAtbwRyUUld-HHgsNB7G3nWPmH5gHlDyemwplNN93ingln_lozkw3U
19-0.74 23-0.D 1 32-0-0
1111-2 I 10.I 3-0-07-M -2 1-2-0-0 7-0-0 I 1642-0
Dead La.d Den=vem
5x4 tx� 11 2 B— g {x4 II 14=
2
di
15 20 14 21 13 12 22 11 23 19
15xe- 1z411 h9= T9= 1.411
5x10 MROH5 VA=
1Y II
LOADING(psf) t
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udefl
L/d
. TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
0.33
13
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.66
13
>536
180
BCLL
0.0 '
Rep Stress Incr
NO
WB 0.70
Horz(CT)
0.19
8
n/a
n/a
BCDL
10.0
Code. FBC20171TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-9-7 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
2573/0-8-0 (min. 0-2-2)
8 =
257310-8-0 (min. 0-2-2)
Max Horz
2 =
57(LC 27)
Max Uplift
2 =
-733(LC 4)
8 =
-733(LC 5)
Max Grav
2 =
2573(LC 1)
8 =
2573(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-5284/1485, 3-16=-613411811,
4-16=6133/1811, 4-17=-6133/1811,
5-17=6133/1811, 5-18=-6133/1811,
6-18=6133/1811, 6-19=-6133/1811,
Continued on page 2
.�_
TOPCHORD`
2-3=-5284/1485, 3-16=-6134/1811,
4-16=-6133/1811, 4-17=-6133/1811,
5-17=6133/1811, 5-18=-6133/1811,
6-18=-6133/1811, 6-19=-6133/1811,
7-19=-6134/1811, 7.8=-5284/1485
BOT CHORD
2-15=-126014738, 15-20=-126214718,
14-20=-1262/4718,
14-21=-1844/6639,
13-21=-1844/6639,
12-13=-1844l6639,
12-22=-184416639,
11-22=-1844/6639,
11-23=-1282/4718,
10-23=-1282/4718, 8-10=-1281/4738
WEBS
3-15=0/590, 3-14=-549/1832,
4-14=-554/303, 5-14=-643/183,
5-13=01355, 5-11=-643/184,
6-11=-554/303, 7-11=-549/1832,
7-10=01590
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
.gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate gdp
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
MARINE
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight:1471b
FT=4%
la
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.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ib uplift at joint(s) except Qt=lb) 2=733, 8=733.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 245 lb down and 247 lb up at 7-0-0, 131
lb down and 136 lb up at 9-0-12, 131 lb down
and 136 lb up at 11-0-12, 131 lb down and 136 lb
up at 13-0-12, 131 lb down and 136 lb up at
15-0-0, 131 lb down and 136 to up at 16-11-4,
131 lb down and 136 lb up at 18-11-4, and 131 lb
down and 136 lb up at 20-11-4, and 245 lb down
and 247 lb up at 23-0-0 on top chord, and 320 lb
down and 60 lb 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 15-0-0, 92 lb down at 16-11-4, 92
lb down at 18-114, and 92 lb down at 20-11-4,
and 320 Ib down and 60 lb up at 22-114 on
bottom chord. The design/selection of such
others.
ction dev``ic\\\(5J�1s� 1144 ko#qq?7)bl ty of
9) In the LOA�.L \ 1-sivo n, V plied to
the face 1h� s�ar�r+to� fto �r back
(B)' `
PE. 76051
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Job
ss
Truss Type
oty
Ply
8084 TFM2
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Hun: 8.31U s Jul 27 Z019 Print: 8.310 s Jul 27 2019 MlTek Industries, Inc. Sat Feb 15 11:43:11 [UZU rage Z
ID:I_f5n?uVdBReTZn5tu4tbwRyUUld.HHgsNB7G3n WPmH5gHlDyemwplTVN93ingln_Iozkw3U
LOAD CASE(S)
' Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=70, 3.7=-70, 7-9=-70, 2-8=-20
Concentrated Loads (Ib)
Vert: 7=-197(B) 15=-269(B) 14=-46(B) 3=-1 97(B)
4=131(B) 13=46(B) 5=131(B) 6=-131(B)
11=46(B) 10=-269(B) 16=-131(B) 17=131(B)
18=131(B) 19=-131(B) 20=-46(B) 21=-46(B)
22=-46(B)23=-46(B)
NA. 84��ii���/
. �NCENS�;
PE 76051
130 4\
i `.-ORIDPT%
//���SSaNAI'ENr'��\\\
Job
Truss
Truss Type
Oty
Ply
8084
F1
Attic
5
1
Job Reference (optional)
Soutnern I was co., port coerce, rL 349bl nun: 6.31u s JUI 27 2u19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:12 2020 Page 1
ID:I_f5n?uVdBReTZn5hAtbwRyUUld-mTOEaXBugSeGORg l gSkBA_T1 yttl UXLW 3yXYrFzkw3T
-2-0-0 6-6-4 14-2 1-73 104-83a 71-0-1331221411499-7142 V--0 +"o6-� 7-9-14 1 1-~181-663 -02I
3.6 =
M= 6
6
500 t2 40 II 1- \\ 7tad II
E 12 11 10
3x4= led 11 1xd II 5z6 w3=
3e4 =
Dead load oea an6 In
Plate Offsets C< Y)—
[2:0-1-6 Edge],[4:0-0-5 0-0-01 [5:0-2-0 Edge] [6:0-0-5
0-0-01 [8:0-1-10 Edae]
LOADING(psf) p
SPACING- 2-0-0
CSI.
DEFL.
in (too)
1defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
-0.42 11-12
>593
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT)
-0.86 11-12
>288
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.61
Hor2(C-0
0.04 8
n/a
n/a
BCDL 10.0
Code FBC2017lfP12014
Matrix-S
Attic
-0.2311-12
437
360
Weight: 86 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
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-6
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required crass bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1139/0-8-0 (min. 0-1-8)
8 =
1139/0-8-0 (min. 0-1-8)
Max Horz
2 =
-79(LC 11)
Max Uplift
2 =
-199(LC 10)
8 =
-199(LC 11)
Max Grav
2 =
1139(LC 1)
8 =
1139(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1789/274, 3-4=-1499/334,
4-5=-80/1303, 5-6=-80/1302,
TOPCHORD
2-3=-1789/274, 3-4=-1499/334,
4-5=-80/1303, 5-6=-80/1302,
6-7=-1499/334, 7-8=-1787/275
BOT CHORD
2-12=-96/1520, 11-12=96/1520,
10-11=-96/1520, 8-10=-96/1520
WEBS
7-11=0/407, 3-12=0/413,
4-6=-2931/449
NOTES.
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 pet
bottom chord live load nonconcurrent with any
other live loads.
4)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Bottom chord live load (20.0 psi) and additional
bottom chord dead load (5.0 psf) applied only to
room. 11-12
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 2=199, 8=199.
7) 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.
8) Attic room checked for L1360 deflection.
LOAD CASE(S)
Standard
i PE.76051
///�//�'/ONAi
Job
Truss Type
Qty
Ply
B084
TF
Attic
5
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:13 2020 Page 1
ID:I_f5n?uVdBReTZnShAtbwRyU UI d-Efycnl9 WaOm7?bFDOAFQjBOAyHC4dzL4HCG5Nhzkw3S
-2-0-0 6g4 8-4-2 9-7-3 70.6-0 17-9-13 Ik11-14 149-12 21-4-0
2-0.o 6-fi-0 1-9-14 1-3-2 11-D-13 F1-D-13I t32 ~7-9-14 ~ 6-64 '
Dead Load DOC - PAS In
3.5xa =
25a6 �25v6=
fi
fa4 II
73
"FIT3
13
10 9
3.44=
tx II
1.4 II 5.8 Wd=
deal=
6-6-4
14-9-12
21.4-0
6-6-0
8-3-8
"-4
Plate Offsets (X,Y)—
[4:0-0-11,0-2-81 [5:0-2-0 Edge], [6:0-0-11 0-2-8] [8:0-1-10
Edge]
LOADING(psf) i
SPACING- 2-0-0
CSI,
DEFL,
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL)
-0.43 10-11
>574
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.69
Vert(CT)
-1.01 10-11
>247
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.69
Horz(CT)
0.05 8
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix-S
Attic
-0.2610-11
383
360
Weight: 83 lb
FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOTCHORD 2x4 SP M 31 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-6
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 =
1022/0-8-0 (min. 0-1-8)
2 =
1208/0-8-0 (min. 0-1-8)
Max Horz
2 =
94(LC 10)
Max Uplift
8 =
-82(LC 11)
2 =
-140(LC 10)
Max Grav
8 =
1044(LC 2)
2 =
1208(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All farces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-1969/188, 3-4=-1646/267,
4-5=-29/1505, 5-6=-33/1506,
TOP CHORD
2-3=-1969/188, 3-4=1646/267,
4-5=-29/1505, 5-6=-33/1506,
6-7=-1646/263, 7-8=1957/177
BOTCHORD
2-11=-87/1680,11-12=-87/1680,
12-13=-87/1680, 10-13=-87/1680,
9-10=-87/1680, 8-9=87/1680
WEBS
7-10=0/470, 3-11=01492,
4-6=-3311/321
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; 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, 10-8-0 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) a This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psf) applied only to
room. 10-11
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 8 except Qt=1b) 2=140.
8) 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.
9) Attic room checked for L1360 deflection.
LOAD CASE(S)
Standard
0
PN1�I
i PE.76051 � -
y�
y
F\<ORIO
'9/0
ONA
Job
Truss
Truss Type
Qty
Ply
8084
F2
Attic
1
1
Job Reference o tional
Southern Truss Co., Fort Pierce, FL 34951
v4 =
Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. at Feb 15 11:43:13 2020 Page 1
I D:1_f5n?uVdBReTZn5hAtbwRyUU Id-Efymtg WaOm7?bFDOAFQjBOFFHCHd_14HCGSNhzkw3S
Y4 Y4= y -
�5= 5 a 7
v411
e
1] n
1z4 II 5xa %B=
3.4 =
De.0 Lm 00.•L16M
LOADING(psf) 1
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.53
Vert(LL)
-0.32 12-13
>786
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.61 12-13
>408
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.63
Horz(CT)
0.04 9
n/a
n/a
BCDL
10.0
Code FBC20171TP12014
Matrix-S
Attic
-0.22 12-13
458
360
Weight: 88 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31 'Except-
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-7
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
2 =
1139/0-8-0 (min. 0-1-8)
9 =
1139/0-8-0 (min. 0-1-8)
Max Horz
2 =
69(LC 14)
Max Uplift
2 =
-193(LC 6)
9 =
-193(LC 7)
Max Grav
2 =
1139(LC 1)
9 =
1139(1-C 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
4
TOP CHORD
2-3=-1859/305, 3-4=1569/359,
4-5=-28/1042, 5-6=-37/1181.
6-7=33/1042, 7-8=1570/359,
8-9=-1857/305
BOT CHORD
2-13=-105/1596, 12-13=-105/1696,
11-12=-105/1596, 9-11=-105/1596
WEBS
3-13=0/412, 4-7=-2777/266,
8-12=01407
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. ll; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5)*This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Bottom chord live load (20.0 psf) and additional
bottom chord dead load (5.0 psi) applied only to
room. 12-13
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Ot=lb) 2=193. 9=193.
8) 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.
9) Attic room checked for 1-/360 deflection.
LOAD CASE(S)
Standard
I I
I MI B� //
4j _(CENS+�.T���i
l t -
Q`-
Job
Truss
Truss Type
Oty
Ply
8084
F3
Hip Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:14 2020
Deed Lead Den. LB in
LOADING(psq 1
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
0.13
10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.94
Vert(CT)
-0.27
10
>923
180
BCLL 0.0 "
Rep Stress Incr
NO
WB 0.23
Horz(CT)
0.10
6
n/a
n/a
BCDL 10.0
Coder FBC2017/rP12014
Matrix-S
Weight: 98 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except"
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-11
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 6-5-13 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
1829/0-8-0 (min. 0-2-3)
6 =
1829/0-8-0 (min. 0-2-3)
Max Holz
2 =
57(LC 31)
Max Uplift
2 =
-519(LC 4)
6 =
-519(LC 5)
Max Grav
2 =
1829(LC 1)
6 =
1829(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3453/952, 3-12=-3466/103B,
4-12=-3466/1038, 4-13=3466/1038,
TOPCHORD
2-3=-3453/952, 3-12=-3466/1038,
4-12=-3466/1038, 4-13=-3466/1038,
5-13=-3466/1038, 5-6=-3453/952
BOT CHORD
2-11=-824/3064, 11-14=-825/3044,
10-14=-825/3044, 10-15=-794/3044,
9-15=-794/3044, 8-9=-794/3044,
6-8=-792/3064
WEBS
3-11=01590, 3-1 0=-1 99/610,
4-10=-551/313, 5-10=-199/610,
5-8=0/590
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 2=519, 6=519.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 245 Ito down and 247 It, up at 7-0-0, 131
lb down and 136 lb up at 9-0-12. 131 lb down
and 136 lb up at 10-8-0, and 131 lb down and
136 lb up at 12-3-4, and 245 lb down and 247 lb
up at 14-4-0 on top chord, and 320 lb down and
60 lb up at 7-0-0, 92 lb down at 9-0-12, 92 Ito
down at 10-8-0, and 92 lb down at 12-3-4, and
320 lb down and 60 lb up at 14-3-4 on bottom
chord. The ciesign/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
(B)•
LOAD CASE(S)
Standard
1) Dead +Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20
Concentrated Loads (lb)
Vert: 5=-197(B) 11=-269 B) 10=-46(B)
3=-197(B)4=13a( ,� �,( )J2=-131(B)
13=-131(B)\1\z\P)
i PE. 76051 � �
art 'as�4k€a,^Iy
Job
Truss
Truss Type
Oty
Ply
8084
FGR
Hip Girder.
1
�f
2
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi fek
s.s =
U4 11
5
Inc. Sat Feb 15 11:43:15 2020
a5.4=
6
omd U.dOM • v161,
4n=
7
b II
LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
-0.13 10-11
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.89
Vert(CT)
-0.30 10-11
>844
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.95
Horz(CT)
0.06 8
n/a
n/a
BCDL 10.0
.
Code FBC20171TP12014
Matrix-S
Weight: 282 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP M 31 `Except-
T2: 2x4 SP No.2
BOTCHORD 2x6 SP M 26 `Except-
B2: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
W4,W7: 2x4 SP No.2
W8: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or
3-10-11 oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
2 =
5229/0-8-0 (min. 0-2-3)
8 =
6580/0-8-0 (min. 0-3-14)
Max Herz
2 =
188(LC 8)
Max Uplift
2 =
-1234(LC 4)
8 =
-1357(LC 5)
Max Grav
2 =
5229(LC 1)
8 =
6580(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=1188312743, 3-4=10340/2375,
4-5=9034/1975, 5-6=-9029/1973,
6-7=-6152/1281, 7-8=-5993/1277
Continued on page 2
TOPCHORD
2-3=11883/2743, 3-4=1034912375,
4-5=9034/1975, 5-6=-9029/1973,
6-7=6152/1281, 7-8=-5993/1277
BOTCHORD
2-12=-2579/10823,
11-12=-2579/10823,
11-13=-2160/9360,
10-13=-2160/9360,
10-14=-1281/6152, 9-14=1281/6152
WEBS
3-12=-555/2022, 3-11=-2107/689,
4-11=-1078/4081, 4-10=-459/322,
6-10=-996/4143, 6-9=3234/837,
7-9=1748/8390
NOTES.
1) 2-ply truss to be connected togetherwilh 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at
0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-4-0
oc, Except member 11-3 2x4 - 1 row at 0-9-0 oc,
member 11-4 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 10-6 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=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=1b) 2=1234, 8=1357.
i PE.76051
( -6 n
�i F Dg�\a�\� (�
//��SSONgIIENG�\��\\
Job
Truss
Truss Type
Oty
ply
8084
FGR
Hip Girder
1
2
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951
NOTES-
.8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
2460 Ito down and 748 lb up at 7-0-12, 1215 lb
down and 299 lb up at 9-0-12, 1215 lb down and
280 lb up at 11-0-12, 1215 lb down and 251 lb up
at 13-0-12, 1222 Ito down and 224 Ib up at 15-0-12
, and 1222 lb down and 211 lb up at 17-0-12, and
1222 lb down and 219 lb up at 19-0-12 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: 1-4=-70, 4-7=-70, 2-8=-20
Concentrated Loads (lb)
Vert: 12=-2460(F) 11=1215(F) 10=-1215(F)
9=-1222(F) 13=1215(F) 14=-1222(F)
15=-1222(F)
Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 l l:43:15 2020 Page 2
ID:I_fSn7uVdBReTZnShAtbwRyUUld-A24NCYBm600rFvPcWbluoc5cb5gS5pnMWACSnkw3Q
i PE.76059
X\ ` OR ID
2
\i/�/SSONA�
Job
Truss
Truss Type
City
Ply
8084
GE1
GABLE COMMON
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:16 Z020 Page 1
ID:I_fsn7uVd BReTZn5hAtbwRyUU ld-eEelOuBOtJBit2_o3lp7LgerWLJMKgU7 WzaVl_Ozkw3P
13-0-10 14-6-0
r - - 134-10 I 1-0E
4x4 o L5N II
8 10
3x<4 18 18 17 18 15 14 13 12 11
1.5x4
LOADING(psf) 1
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
Vdefl
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.14
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
n/a -
Na
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.05
Horz(CT)
-0.00 12
n/a
n/a
BCDL 10.0
Code. FBC2017fTPI2014
Matrix-S
Weight: 88 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 11-12.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 14-6-0.
(lb) - Max Horz
1= 217(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) 11, 19. 18, 17, 16, 15,
14, 13, 12
Max Grav
All reactions 250 lb or less at
joint(s) 11, 1, 18, 17, 16, 15, 14,
13, 12 except 19=311(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
1U11:1.2
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.0psf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/fPI 1.
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 1x4 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord
bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
8)' This truss has been designed for a live load
of 20.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
Ito uplift atjoint(s) 11, 19, 18, 17, 16, 15, 14. 13,
12.
LOAD CASE(S)
Standard
B<
i PE.76059
UI
�oT ;q� iv^ 4�;�
Job
Truss
Truss Type
qry
Ply
8084
GE2
GABLE
1
1
Job Reference (optional)
Southern Truss Go., Fort Pierce, FL 34901 Kun: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:16 2020 Paget
ID:I_fsn?oVdBReTZnStWtbwRyUUld- EeIOuBOIJBit2_o3lp71_geogUMcgU7VJzaVI_Dzkw3P
-24-0 13-11-0
2-0 D I 13-11-0
ts4r
13-11-0
13-11-0
Plate Offsets (X,Y)—
r2:0-0-12,0-1-131, r2:0.0-4,0-2-01
LOADING(psf) 1
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL)
0.01
1
n/r
120
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.07
Vert(CT)
-0.01
1
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.05
Horz(CT)
-0.00
13
n/a
n/a
BCDL 10.0
Code FBC2017lrPI2014
Matrix-S
Weight: 89 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
cc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-11-0.
(lb) - Max Horz
2= 249(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) 13, 2, 14, 15, 16, 17, 18,
19, 20, 21
Max Grav
All reactions 250 lb or less at
joint(s) 13, 14, 15, 16, 17, 18,
19, 20, 21 except 2=323(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Ezp B; 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) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI7rPl 1.
3) All plates are lx4 MT20 unless otherwise
indicated.
4) Gable requires continuous bottom chord
bearing.
5) Gable studs spaced at 1-4-0 cc.
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 on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20,
21.
LOAD CASE(S)
Standard
i PE.76051 `7
�f -6 n
-71
///�///S ONA i IENG\\��\\
Job
Truss
Truss Type
Oty
Ply
8084
HJ5
Diagonal Hip Girder
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Hun: 5.310 s JUI 27 2019 Print: 8.310 s Jul 27 2019 MITek Industries, Inc. Sat Feb 15 11:43:17 2020 Page 1
I D:I_f5n7uVdBReTZn5l WtbwRyUUld-6RC7dEC 1 edGZUCZ_dbKMtl AgxuhHZwYfCEFJ WSzkw3O
-2-9-15 4-0-0 6-11-6
2-9-15 4-0-0 2-11-6
LOADING (psf) ?
SPACING-
2-0-0
CSI.
DEFL.
in
. (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
.0.01
2-7
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
-0.01
2-7
>999
180
BOLL 0.0
Rep Stress Incr
NO
WB 0.10
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 36 lb FT= 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 -8 3-1-4
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mi fek recommends that Stabilizers and
required cross bracing be installed during 71
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 =
98/Mechanical
2 =
40610.10-15 (min. 0-1-8)
5 =
105/Mechanical
Max Horz
2 =
133(LC 22)
Max Uplift
4 =
-47(LC 4)
2 =
-228(LC 4)
5 =
-16(LC 8)
Max Grav
4 =
106(LC 19)
2 =
543(LC 35)
5 =
205(LC 32)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
2-8=559/0, 3-8=-485/19
BOT CHORD
2-10=-61/434, 7-10=61/434,
7-11=-61/434, 6-11=61/434
WEBS
3-6=-477/67
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DO, 1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 4, 5 except Qt=lb) 2=228.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 157 lb down and 238 lb up at 1-6-1, 157
lb down and 238 lb up at 1-6-1, and 97 lb down
and 25 lb up at 4-4-0, and 97 lb down and 25 Ib
up at 4-4-0 on top chord, and at 1-6-1, at 1-6-1
, and 12 lb down at 4-4-0, and 12 lb down at
4-4-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
(B).
LOAD CASE(S)
Standard
1) Dead +Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=70, 2-5=-20
Concentrated Loads (lb)
Vert: 8=204(F=102, B=102)
-\GENs\��//i
F
i PE.76051
_6 /I _
A1%�`.�ORID�����
///�/�//0NAL �ENG��\\\\ i
Job
Truss
Truss Type
Qty
ply
8084
HJ7
Diagonal Hip Girder
6
1
Job Reference (optional)
aoumem Truss Coo., Fort Fierce, FL c455 i nun: o.a i u s Jui zl zul s runt: 8.31U s JUI 27 Z019 MiTek Industries, Inc. Sat Feb 15 11:43:18 2020 Page 1
ID:I_f5n7uVdBReTZn5h4tbwRyUUld-adlVraDfPxOQ6MeBBjrbQFf7LIy51JBpRu_s2uzkw3N
-2-11-15 5-2-3 9-9.5
i 2-9-15 5-2_3 V-2
S2-3
47-2
Plate Offsets (X,Y)—
[2:0-2-0,Edgel
LOADING(psf) T
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.44
Vert(LL)
-0.05
2-7
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.49
Vert(CT)
-0.08
6-7
>999
180
BCLL 0.0 "
Rep Stress Incr
NO
WB
0.33
Hom(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight: 43 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 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.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
4 =
160/Mechanical
2 =
526/0-10-15 (min. 0-1-8)
5 =
251/Mechanical
Max Horz
2 =
167(LC 22)
Max Uplift
4 =
-92(LC 4)
2 =
-249(LC 4)
5 =
-45(LC 8)
Max Grav
4 =
166(LC 19)
2 =
674(LC 35)
5 =
305(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-8=-891/100, 8-9=807/111,
r,.
TOPCHORD
2-8=-891/100, 8-9=807/111,
3-9=743/120
BOTCHORD
2-1 1=-1 911742,11-12=-191/742,
7-12=191l742, 7-13=191l742,
6-13=-19lf742
WEBS
3-6=789/203, 3-7=0/264
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Va5d=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrentwith any
other live loads.
3) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 4, 5 except (jt=lb) 2=249.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 157 lb down and 238 Ib up at 1-6-1, 157
It, down and 238 lb up at 1-6-1. 97 lb down and
25 Ito up at 4-4-0, 97 Ib down and 25 lb up at
4-4-0, and 72 lb down and 78 Ib up at 7-1-15,
and 72 It, down and 78 lb up at 7-1-15 on top
chord, and at 1-6-1, at 1-6-1, 12 lb down at
4-4-0, 12 lb down at 4-4-0, and 36 lb down at
7-1-15, and 36 lb down at 7-1-15 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
7) In the LOAD CASES) section, loads applied to
the face of the truss are noted as front (F) or back
(B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 2-5=-20
Concentrated Loads (lb)
Vert: 8=204(F=102, B=102) 10=-38(F=-19,
B=-19) 13=36(F=-18, B=-18)
X N 18_ <Fq/��ii
i PE1.7605 i �
NW
Truss
Truss Type
Oty
Ply
rJob
8084
AJack-Open
15
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:19 2020
LOADING(psf)
SPACINripG-
2-0-0
CS'.
DEFL,
in
(too)
Vdefl
Ud
TCLL
20.0
DOL
Plate G5
1.2
TC 0.40
Vert(L-)
-0.00
2
>999
240
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 FBC20171TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
-139/Mechanical
2 =
361/0-8-0 (min. 0-1-8)
4 =
9/Mechanical
Max Horz
2 =
54(LC 6)
Max Uplift
3 =
-139(LC 1)
2 =
-198(LC 6)
Max Grav
3 =
102(LC 6)
2 =
361(1-0 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; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=S.Opsf; h=18ft; Cat. 11; Exp B; 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 20.0psf 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 at=lb) 3=139, 2=198.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 7 Ito FT = 4%
\PN I N 16�J//���i
i PE.76O51 \ -
ORID ,
6
Job
Truss
Truss Type
Oty
Ply
8084
J1A
Jack -Open
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi7ek Industries. Inc. Sat Feb 15 11:43:19 2u20 Page 1
' ID:I_f5n?uVdBReTZnShAtbwRyUUld-2pJt2wEHAEXHkWiNIOMgySGOliPClraygVkPbLzkw3M
1-0-0 I
as =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
� in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0 j
Plate Grip DOL
1.25
TIC0.01
Vert(LL)
-0.00
1
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
-0.00
1
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017fFP12014
Matrix-P
Weight: 3lb FT=4%
LUMBER -
TOP CHORD 2z4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
4110-8-0 (min. 0-1-8)
2 =
32/Mechanical
3 =
9/Mechanical
Max Horz
1 =
18(LC 10)
Max Uplift
1 =
-5(LC 10)
2 =
-19(LC 10)
Max Grav
1 =
41(LC 1)
2 =
32(LC 1)
3 =
18(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vul1=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; 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 nonconcurrentwith any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
i
/ PE 76.051
moo'. �A4-
e,
-ORID`1��7Ci��
D
Job
Truss
Truss Type
Qty
Ply
8084
J3
Jack -Open
15
1
Job Reference (options])
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:20 2020 Page 1
' ID:1 f5n7uVdBReTZn5hAtbwRyUUld.XOtGFGEWYf8LgHZI8l3VgoRiGkOmlp6uCTz7nzkw3L
3-0-e
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Vd
PLATES GRIP
TCLL 20.0 }
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
-0.00 2-4
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
-0.01 2-4
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017r-P12014
Matrix-P
Weight: 13 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size)
3 =
14/Mechanical
2 =
36110-8-0 (min. 0-1-8)
4 =
26/Mechanical
Max Horz
2 =
78(LC 6)
Max Uplift
3 =
-24(LC 10)
2 =
-147(LC 6)
Max Grav
3 =
18(LC 20)
2 =
361(LC 1)
4 =
52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.0psf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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 fire load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 3 except at --lb) 2=147.
LOAD CASE(S)
Standard
v
i PE.76051
f I -
RI0VV' �k",
/////�•SS DNA 'qE�'. �Qi\��
1
Job
Truss
Truss Type
Oty
Ply
8084
J3A
Jack -Open Structural Gable
1
1
Job Reference (optional)7
Southern Truss Co., Fort Pierce, FL 34951
W=
Run: 8.31 u s Jul 27 2019 Pnnt 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:4321 2020 Page 1
ID:I f5n?uVdBReTZn5hAtbwRyUUld-?CReTcFXisn?zgslsrPl2tLjzV4wVl3F7sDWfDzkw3K
LOADING(psi) }
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.10
Vert(LL)
-0.00
1-3
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
-0.00
1-3
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code'FBC20171TPl2014
Matrix-P
Weight: 8lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mr Tek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
102/0-8-0 (min. 0-1-8)
2 =
79/Mechanical
3 =
23/Mechanical
Max Horz
1 =
51(LC 10)
Max Uplift
1 =
-9(LC 10)
2 =
-49(LC 10)
Max Grav
1 =
102(LC 1)
2 =
79(LC 1)
3 =
45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/rPl 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) • This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
Job
Tmss
Truss Type
Qty
Ply
8084
J5
Jack -Open
25
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:21 2020 Page 1
ID:I_fSn?uVdBReTZn5h.4tbwRyUUld-7CReTcF) isn?zgslsrPl2tLtlNOkVI3F7sDWfDzkw3K
5-0-0
LOADING(psf)
SPACING.
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0 q
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
-0.03
2-4
>999
240
MT20 244/190
. TCDL 15.0
Lumber DOL
1.25
BC 0.26
Verl(CT)
-0.05
2-4
>999
180
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight: 19 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
118/Mechanical
2 =
418/0-8-0 (min. 0-1-8)
4 =
46/Mechanical
Max Horz
2 =
112(LC 10)
Max Uplift
3 =
-74(LC 10)
2 =
.130(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.
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=O.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 3 except Ot=lb) 2=130.
LOAD CASE(S)
Standard
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Truss Type
Qty
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8084
J5A
Jack -Open
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MfTek Industries, Inc. Sat Feb 15 11:43:22 2020
as =
LOADING (psi) a
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
Udefi
Vd
TCLL
20.0
Plate Grip DOL
1.25
TO 0.38
Vert(LL)
-0.02
1-3
>999
240
TCDL
15.0
Lumber DOL
1.26
BC 0.22
Vert(CT)
-0.04
1-3
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Hom(CT)
-0.00
2
n/a
n/a
BCDL
10.0
Code FBC2017/.rPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-0
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
M7ek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 =
19210-8-0 (min. 0-1-8)
2 =
149/Mechanical
3 =
43/Mechanical
Max Horz
1 =
85(LC 10)
Max Uplift
1 =
-23(LC 10)
2 =
-86(LC 10)
Max Grav
1 =
192(LC 1)
2 =
149(LC 1)
3 =
85(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten.
except when shown.
All forces 250 (lb) or less
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and farces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 15 lb FT=4%
oW 11 186 ////��
PE.76051 �\
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Job
Truss
Truss Type
Qty
Ply
8084
J7
Jack -Open
26
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:23 2020 Page 1
ID:I_f5n?uVdBReTZn5tAtbwRyUUId-xbZOuHHnET1 iC708_GRm71QvYJeNzfZYaAidk6zkw31
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Vd
TOLL
20.0 i
Plate Grip DOL
1.25
TC 0.73
Verl(LL)
-0.11
2-4
>695
240
TCDL
15.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.23
2-0
>347
180
BOLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL
10.0
Code FBC2017(rP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD Zx4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
3 =
201/Mechanical
2 =
495/0-8-0 (min. 0-1-8)
4 =
66/Mechanical
Max Horz
2 =
146(LC 10)
Max Uplift
3 =
-117(LC 10)
2 =
-126(LC 6)
Max Grav
3 =
201(LC 1)
2 =
495(LC 1)
4 =
132(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten.
except when shown.
All forces 250 (lb) or less
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except ijt=11b) 3=117, 2=126.
LOAD CASE(S)
Standard
oaaduad oan.- ire'in
PLATES GRIP
MT20 2441190
Weight: 26 lb FT=4%
i�
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5
Job
Truss
Truss Type
ly
8084
J7A
Jack -Open
77P
1
JobReference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:23 2020 Page 1
ID:I 15n?uVdBReTZnShAtbwRyUUId-xbZOuHHnET1 iC706_GRm71QrsJeNzfZYaAidk6zkw31
Dead Lead oea. In In
3d =
7-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Vd
PLATES GRIP
TCLL 20.0 a
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
-0.11
1-3
>695
240
MT20 244/190
. TCDL 15.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.23
1-3
>347
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-P
Weight: 22 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
297/0-8-0 (min. 0-1-8)
2 =
231/Mechanical
3 =
66/Mechanical
Max Horz
1 =
119(LC 10)
Max Uplift
1 =
-42(LC 10)
2 =
-128(LC 10)
Max Grav
1 =
297(LC 1)
2 =
231(LC 1)
3 =
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=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss,to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1 except (jt=lb) 2=128.
LOAD CASE(S)
Standard
>
i
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i PE.76051 `t
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Job -
Truss
Truss Type
Qty
Ply
8084
K1
Half Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 272019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 l l:43:24 2020 Pagel
ID:I_t5n?uVdBReTZn5hAtbwRyUUld-Pn7m5dHQ?m9ZgHbKXy?f WzBOj3ii2phpgRAGYzkw3H
4-8-2 aAA 9�-0
� 443-2 F 3-11-74 0.8�-0
5x4 =
1.5xd II
4
LOADING(psf) a
SPACING-
2-0-0
CSI.
DEFL,
in
(loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip IDOL
1.25
TC 0.28
Vert(LL)
-0.01
5-6
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
-0.03
1-6
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.26
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix-S
Weight: 44 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
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 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size)
1 =
39810-8-0 (min. 0-1-8)
5 =
39810-8-0 (min. 0-1-8)
Max Horz
1 =
155(LC 10)
Max Uplift
1 =
-58(LC 10)
5 =
-117(LC 10)
Max Grav
1 =
398(LC 1)
5 =
398(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (Ib) or less
except when shown.
TOP CHORD
1-2=598/99
BOTCHORD
1-6=-220/501, 5-6=-220/501
WEBS
2-5=-534/234
WEBS
2-5=-534/234
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1 except Qt=lb) 5=117.
LOAD CASE(S)
Standard
I
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r PE.76051
1'
/,// / oNA ENG\\\\\\
Job
Truss
Truss Type
Oty
Ply
8084
K2
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss Go., Fort Pierce, FL 34951 Kun: 8.31 o s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 2020 Page 1
ID:I_f5n?uVeBReTZn5hAlbwRyUUld-tzhgJz12m4HCSRAXShTEC) VEg7LBRWr2UBko_zkw3G
Deed Land pert. 1116 in
643-0
2-B-0
Plate Offsets (X,Y)—
11:0-0-12,0-0-11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
. TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
-0.05
1-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.48
Vert(CT)
-0.11
1-5
>969
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.29
Horz(CT)
0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 42 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-12
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 53210-8-0 (min. 0-1-8)
4 = 888/0-8.0 (min. 0-1-8)
Max Horz
1 = 121(LC 8)
Max Uplift
1 = -11 O(LC 8)
4 =-256(LC 8)
Max Grav
1 = 532(LC 1)
4 = 888(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=764/136
BOT CHORD
1-5=173/611, 5-7=-174/590,
4-7=-174/590
BOT CHORD
1-5=173/611, 5-7=-174/590,
4-7=-174/590
WEBS
2-5=0/582, 24=-896/265
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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) This truss has been designed for a 10.0 pat
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 10D
lb uplift at joint(s) except Ot=lb) 1=110, 4=256.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 131 lb down and 136 lb up at 6-8-0, and
174 lb down and 145 lb up at 8-6-12 on top chord
and 320 lb down and 60 lb up at 6-8-0, and 100
lb down at 8-6-12 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: 1-2=70, 2-3=-70, 1-4=-20
Concentrated Loads (lb)
Vert: 5=-269(F) 2=-131(F) 6=-174(F) 7=-50(F)
1GEN
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Job
Truss
Truss Type
Oty
Ply
8084
MV1
Valley
1
1
Job Reference (optional)
Southem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 2020
a
LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
Vdefl
Ltd
PLATES GRIP
TCLL 20.0 1
Plate Grip DOL
1.25
TC 0.02
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
n/a -
n/a
999
BCLL 0.0 "
Rep Stress Incr
YES
WB 0.00
Hom(CT)
-0.00 2
n1a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 4lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 1-6-8
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
3611-6-8 (min.0-1-8)
2 =
28/1-6-8 (min.0-1-8)
3 =
8/1-6-8 (min. 0-1-8)
Max Horz
1 =
14(LC 10)
Max Uplift
1 =
-6(LC 10)
2 =
-15(LC 10)
Max Grav
1 =
36(LC 1)
2 =
28(LC 1)
3 =
16(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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 nonconcurrenl 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 at joint(s) 2 considers parallel to grain
value using ANSIfFPI 1 angle to grain formula.
Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
N
4\GEN&
i PE.76051
111�G?\\\
I
Job
Truss
Tmss Type
Oly
Ply
8094
MV2
Valley
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sal Feb 15 11:43:26 2020 Page 1
' ID:I f5n?uVdBReTZnShAtbwRyUUld-L9EXWJJgXOPH3bfjr0_TWbUWoYA?I_HBwHKRzkw3F
2-0-0
2-M
z'
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0 .t
Plate Grip DOL
1.25
TC 0.05
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00 2
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight: 5lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0
oc pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 =
57/2-0-0 (min. 0-1-8)
2 =
4512-0-0 (min. 0-1-8)
3 =
13/2-0-0 (min. 0-1-8)
Max Horz
1 =
22(LC 10)
Max Uplift
1 =
-9(LC 10)
2 =
-24(LC 10)
Max Grav
1 =
57(LC 1)
2 =
45(LC 1)
3 =
25(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vul1=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp B; 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) Bearing at joint(s) 2 considers parallel to grain
value using ANSI/TPI 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
Ito uplift at joint(s) 1, 2.
LOAD CASE(S)
Standard
i
<�' L\CEf &
i
i PE71
w t _
I �
0ORI_DP
sONALI E
I
Job
uss
Truss Type
City
Ply
8084
:[M'V3
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 "2020
a4 0
1.U4 II
2
1.U4n
LOADING(psf)
SPACING-
-2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.23
Vert(LL)
n/a -
n/a
999
MT20 244/190
. TCDL 15.0
Lumber DOL
1.25
SC 0.13
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n1a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 11 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-8
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quice.
REACTIONS. (lb/size)
1 =
120/3-6-8 (min. 0-1-8)
3 =
120/3-6-8 (min. 0-1-8)
Max Horz
1 =
45(LC 10)
Max Uplift
1 =
-18(LC 10)
3 =
-37(LC 10)
Max Grav
1 =
120(LC 1)
3 =
120(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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
Ib uplift at joint(s) 1, 3.
LOAD CASE(S)
Standard
`KC
\,\GENS
i PE.7605 i
/ I —
o' `.
ORID?
S ONALI
Job
Truss
Truss Type
Qty
Ply
8084
MV4
Valley
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Hun: 8.310 s Jul 27 2n19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:27 2020 Page 1
ID:I f5n7uVdBReTZn5hAtbwRyUUld-gMovjfKlHhX8hIKvD6ViH8bhw5DvSY8Vogrtizkw3E
Wa
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
Vdefl
Ud
PLATES GRIP
TCLL 20.0 {
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
n/a -
n/a
999
MT20 244/190
. TCDL 15.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 13 Ib FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structuralwood sheathing directly applied or4-0-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
1 = 14114-0-0 (min. 0-1-8)
3 = 141/4-0-0 (min. 0-1-8)
Max Horz
1 = 53(LC 10)
Max Uplift
1 = -21(LC 10)
3 = -43(LC 10)
Max Grav
1 = 141(LC 1)
3 = 141(LC 1)
FORCES, (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
0
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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 atjoint(s) 1, 3.
LOAD CASE(S)
Standard
i PE76051 ` =_
Job
Truss
Truss Type
Qty
Ply
8084
MV5
Valley _
1
1
Job Reference (optional)
soumem I russ co., eon vierce, -L d9a01 Kun: 6.J1 u a Jul Z/ Zule ennC d.31U a JUI27 2019 MI reK Industries, Inc. Sat Feb 15 11:43:27 Z0Z0 Vage 1
I D:I_f5MuVd8ReTZn5hAtbwRyUU Id-gMovjfKl HnXShlKvD6ViH ebaxw06v5Y8Vogntzkw3E
3
h4 % 4.U4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Uld
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
n/a -
n/a
999
MT20 244/190
- TCDL 15.0
Lumber DOL
1.25
BC 0.45
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 19 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-8
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
210/5-6-8 (min. 0-1-8)
3 =
21015-6-8 (min. 0-1-8)
Max Horz
1 =
79(LC 10)
Max Uplift
1 =
-32(LC 10)
3 =
-65(LC 10)
Max Grav
1 =
210(LC 1)
3 =
210(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
MOORS
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 3.
LOAD CASE(S)
Standard
1 �
OGENS
i PE.76O51 �
f -6: n
5
Job
Truss
Truss Type
Qty
Ply
8084
MV6
Valley
2
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:28 2020 Page 1
ID:I_f5n?uVdBReTZnShAtbwRyUUld-IYMHx?Lw27f7Jvvampi xgMajyKLkevoHkRPOPJzkw3D
W S 1.5. II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
_
TCLL 20.0 '
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
n/a -
n/a
999
BOLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 20 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
231/6-0-0 (min. 0-1-8)
3 =
231/6-0-0 (min. 0-1-8)
Max Horz
1 =
87(LC 10)
Max Uplift
1 =
-35(LC 10)
3 =
-71(LC 10)
Max Grav
1 =
231(LC 1)
3 =
231(LC 1)
FORCES. (lb)
Max. CompdMax. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. It; Exp B; 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 nonconcurrenl with any
other live loads.
4)*This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 3.
LOAD CASE(S)
Standard
i
i PE.76O5
r� 1 _
I
Job
Truss
Truss Type
Qty
Ply
8084
MV7
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:28 2020 Page 1
ID:I_f5n?uVdBReTZn5hAtbwRyUUld-IYMHx?Lw2?PJw6mpixgM6sQKRRev HkRPOPJzkw3D
7-6-e
7-6-6
tw 11
3
W 6 U4 II 1.5.4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0 1
Plate Grip DOL
1.25
TC 0.34
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.06
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/iP12014
Matrix-P
Weight: 28 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 -
TOP CHORD
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.
M7ek recommends that Stabilizers and
requiredcross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
95f7-6-8 (min. 0-1-8)
4 =
128/7-6-8 (min. 0-1-8)
5 =
37717-6-8 (min. 0-1-8)
Max Horz
1 =
113(LC 10)
Max Uplift
4 =
-40(LC 10)
5 =
-116(LC 10)
Max Grav
1 =
95(LC 1)
4 =
128(LC 1)
5 =
377(LC 1)
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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
Ile uplift at joint(s) 4 except Ot=1b) 5=116.
LOAD CASE(S)
Standard
FORCES. (lb)
except hCome AshonTen. -All forces 250 (lb) or less \\����\P\A N j B<
2-5=-293/200 \-� Qj � \)CENS-��
/. 1
I= l
I I
,<ORID.��Ci��
AfAL
//�//�S aI
Job
Truss
Truss Type
Oty
Ply
8084
MVS
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Kun: 6.31U s Jul 27 ZU19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:29 ZUZU
4
2K o txa II 1.5x4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
I/deft
L/d
PLATES GRIP
TCLL 20.0 a
Plate Grip DOL
1.25
TC 0.38
Vert(LL)
n/a -
n/a
999
MT20 244/190
. TCDL 15.0
Lumber DOL
1.25
BC 0.22
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.06
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix-P
Weight: 29 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 -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purims, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mi rek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
1 =
103/8-0-0 (min. 0-1-8)
4 =
136/8-0-0 (min. 0-1-8)
5 =
403/8-0-0 (min. 0-1-8)
Max Horz
1 =
121(LC 10)
Max Uplift
4 =
-42(LC 10)
5 =
-124(1-C 10)
Max Grav
1 =
103(LC 1)
4 =
136(LC 1)
5 =
403(1-C 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown. .
WEBS
2-5=-313/213
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; 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) 4 except Qt=1b) 5=124.
LOAD CASE(S)
Standard
R
PE.76O5 i
i0`� c RIVA
Tn
Job
Truss
Truss Type
Qty
Ply
8084
Nt
Common Girder
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:30 2020
Dead Load Den.- 1181n
.5=
• LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in -(loc)
I/defl
Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL
1.25
TC 0.84
Vert(LL)
-0.11 10
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(CT)
-0.24 10-11
>681
180
BCLL 0.0 '
Rep Stress Incr .
NO
WB 0.74
Horz(CT)
0.05 8
n/a
n/a
- BCDL 10.0
Code FBC20171FP12014
Matrix-S
Weight: 85 lb FT = 4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3 `Except`
W5: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-6-9
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 8-9-6 oc bracing. -
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
8 = 3717/0-8-0 (min. 0-3-1)
2 = 270010-8-0 (min. 0-2-4)
Max Horz
2 =
73(LC 8)
Max Uplift
8 =
-760(LC 9)
2 =
-641(LC 4)
Max Grav
8 =
3717(LC 1)
2 =
2700(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2.3=-5204/1175, 3-4=-5530/1288,
4-5=-4533/1035, 5-6=-3534/1030,
TOPCHORD
2-3=5204/1175, 3-4=-5530/1288,
4-5=-4533/1035, 5-6=4534/1030,
6-7=-5924/1268, 7-8=-6870/1417
BOT CHORD
2-13=-1083/4692, 12-13=-1083/4692.
11-12=-1166/5087,
10-11=-1104/5456,
10-14=-1264/6225, 9-14=-1264/6225,
9-15=-1264/6225, 8-15=-1264/6225
WEBS
5-11=-729/3260, 6-11=-1764/352,
6-10=-266/1593, 7-10=883/180,
7-9=-140/850, 4-11=1260/389,
4-12=304/1113, 3-12=-154/450,
3-13=-308/127
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) `This truss has been designed for a live load
of 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 8=760, 2=641.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 1304 lb down and 392 Ito up at 5-0-12,
926 lb down and 238 Ib up at 7-0-12, 930 lb
down and 172 Ito up at 9-0-12, and 930 Ib down
and 182 lb up at 11-0-12, and 930 lb down and
186 lb up at 13-0-12 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: 1-5=-70, 5-8=-70, 2-8=-20
Concentrated Loads (lb)
Vert: 11=-926(B) 10=-930(B) 12=-1304(B)
14=-930(B) 15=-930(B)
\� 4� 'OCENs�\���/
i PE.7605 i
Job
Truss
Truss Type
Oty
Ply
8084
N2
Common
3
1
Job Reference o tional
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:30 2020 Page 1
ID:I_f5n?uVdBReTZnShAtbwRyUUld-ExU2MhMAacvIYC2UuE3PvnD7p81 P60MaCIuVrCzkw3B
-2-0-0 7-2-0 I 14-" _ _ 164-0
2-0-0 7-2-0 7-2-0 2-0-0 -
axa =
LOADING(psf) :
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Ltd
. TCLL
20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.05
2-6
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.12
2-6
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.12
Horz(CT)
0.02
4
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-8
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
782/0-8-0 (min. 0-1-8)
4 =
78210-8-0 (min. 0-1-8)
Max Horz
2 =
58(LC 14)
Max Uplift
2 =
-168(LC 10)
4 =
-168(LC 11)
Max Grav
2 =
782(LC 1)
4 =
782(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-891/144, 3-4=-891/144 .
BOTCHORD
2-6=-55/723, 4-6=-55/723
WEBS
3-6=0/327
WEBS
3-6=0/327
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp 8; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
Ito uplift at joint(s) except (jl=lb) 2=168, 4=168.
LOAD CASE(S)
Standard
Dead Load oNl- MS In
PLATES GRIP
MT20 2441190
Weight: 55 to FT=4%
PE.7605 i \ -_
sONALI ENG,,\\���
Job
Truss
Truss Type
Oty
Ply
8084
N3
Hip
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:31 2020 Page 1
4A =
LOADING(psf) g
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Lid
TCLL
20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.05
2-6
>999
240
TCDL
15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.12
2-6
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.12
Horz(CT)
0.02
4
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-8
oc puffins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mi fek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 =
782/0-8-0 (min. 0-1-8)
4 =
78210-8-0 (min. 0-1-8)
Max Horz
2 =
58(LC 10)
Max Uplift
2 =
-168(LC 10)
4 =
-168(LC 11)
Max Grav
2 =
782(LC 1)
4 =
782(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-891/144, 3-4=891/144
BOT CHORD
2-6=55/723, 4-6=-55/723
WEBS
tl3`6=0/327
WEBS
3-6=0/327
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Gt=lb) 2=168, 4=168.
LOAD CASE(S)
Standard
F _ �
Dead Load Der. =me to
PLATES GRIP
MT20 2441190
Weight: 55 lb FT=4%
xA
/ PE-76051
'j� �\ s'
//�//�S 0NALt ENG��\\\\
Job
Truss Type
Oty
Ply8084
TN4
Hip Girder
1
1
_
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:32 2020 Page 1
ID:I_f5n7uVdBReTZnShAtbwRyUUId-AJconMOR6E9RnWCt?f51 CIT?xj0ahgtf3NbY5zkw3g
-24-0 5-0-0 9-40 14-0-0 16-0-0
2, 4-40 5-0-0 N-0
m4 d.4=
e <
ao 1z
wt wt
7 2
8
1 10 ] 6
1 3aa c 1. ti 1x4
LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
_
TCLL 20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL)
0.05
8
>999
240
MT20
244/190
. TCDL 15.0
Lumber DOL
1.25
BC 0.53
Vert(CT)
-0.10
7-8
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.14
Horz(CT)
0.03
5
n/a
n/a
BCDL 10.0
Code FBC20171-FP12014
Matrix-S
Weight: 56 lb
FT=4%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-12
cc purlins.
BOTCHORD
Rigid ceiling directly applied or 9-11-3 cc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
2 =
1015/0-8-0 (min. 0-1-8)
5 =
1013/0-8-0 (min. OA-8)
Max Horz
2 =
44(LC 31)
Max Uplift
2 =
-299(LC 4)
5 _
-298(LC 5)
Max Grav
2 =
1015(LC 1)
5 =
1013(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-156BA36, 3-9=-1377/413,
4-9=-13771413, 4-5=-15681435
BOTCHORD
2-8=-348/1413, 8-10=-344/1435,
7-10=-344/1435, 5-7=-346/1412
BOTCHORD -
2-8=-348/1413, 8-10=-344/1435,
7-10=-344/1435, 5-7=-346/1412
WEBS
3-8=0/359, 4-7=0/360
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Ezp B; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrenl with any
other live loads.
5)' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=299, 5=298.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 128 lb down and 135 lb up at 5-0-0, 72 lb
down and 82 lb up at 7-0-12, and 72 lb down and
82 lb up at 7-3-4, and 128 lb down and 135 lb up
at 9-4-0 on top chord, and 251 lb down and 26 lb
up at 5-0-0, 52 lb down at 7-0-12, and 52 lb
down at 7-3-4, and 251 lb down and 26 lb up at
9-3-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
(B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20
Concentrated Loads (lb)
Vert: 3=-55(F) 4=-55(F) 8=103(F) 7=-103(F)
9=-96(F) 10=52(F)
i PE.76O51
Job
s
Truss Type
Oty
Ply
8084
TV
Valley
1
1
_
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:32 2020 Page 1
ID:I f5n7uVdBReTZnShAtbwRyUUld-AJconMOR6E9RnWCt7f5t_CI=pDajntf3NbY5zkw39
5" =
2
a41 W --
LOADING (psf) 1
SPACING-
2-0-0
C
DEFL.
in (loc)
I/defl
L/d
• TCLL 20.0
Plate Grip DOL
1.25
TCSI. 0.05
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.14
Vert(CT)
n/a -
n1a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4.0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required crass bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
114/4-0-0 (min. 0-1-8)
3 =
114/4-0-0 (min. 0-1-8)
Max Horz
1 =
B(LC 10)
Max Uplift
1 =
-21(LC 10)
3 =
-21(LC 11)
Max Grav
1 =
114(LC 1)
3 =
114(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.
t_ .,
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Intenor(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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
Ito uplift at joint(s) 1, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 10 lb FT=4°/
i PE. 76051
��! 7 A ! _
Job
Truss Type
Oty
PlyB084
Tvr8uss
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:33 2020 Page 1
ID:I_f5n7uVdBReTZnSMtbwRyUUld-e W 9A_iO3tXHl Pgn3ZNc6XPdtLeIJA00uj794xzkw38
4-0-0 8-0-0
4-0-0 4-0-0
4x4 =
z4 s
1x4 n
W 0
8-0-0
8-0-0
LOADING(psf)
SPACING.
2-0-0
CSI.
DEFL.
in (loc)
Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
n/a -
rife
999
MT20 244/190
. TCDL 15.0 {
Lumber DOL
1.25
BC 0.18
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight: 24 lb FT=4%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
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.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
1 =
146/8-0-0 (min. 0-1-8)
3 =
14618-0-0 (min. 0-1-8)
4 =
29718-0-0 (min. 0-1-8)
Max Horz
1 =
-20(LC 11)
Max Uplift
1 =
-40(LC 10)
3 =
-44(LC 11)
4 =
-26(LC 10)
Max Grav
1 =
146(LC 1)
3 =
146(LC 1)
4 =
297(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
:U71�S3
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; VuIt=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) `This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 3, 4.
LOAD CASE(S)
Standard
ENs�.��ii
i PE.76Q51
GRID
S/0NAL ENG\\\\\\
Job
Truss
Truss Type
qty
Ply
8084
V12
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s JUI 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:33 2020 Page 1
ID:I_f6n7uVdBReTZn5hAtbwRyUUld-eW9A iO3tXHlPgn3ZNc6XPrcJL36J9tOuj794xzkw36
6-0-0 t 2-pq
6-04 I 5-0-0
44 =
3.44 W II n41
LOADING(psf)
SPACING-
2-0-0
CS].
DEFL.
in (loc)
Vdefl
L/d
. TCLL 20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.48
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.07
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 =
209/12-0-0 (min. 0-1-8)
3 =
209/12-0-0 (min. 0-1-8)
4 =
531/12-0-0 (min. 0-1-8)
Max Harz
1 =
33(LC 10)
Max Uplift
1 =
-53(LC 10)
3
-59(LC 11)
4 =
-66(LC 10)
Max Grav
1 =
213(LC 21)
3 =
213(LC 22)
4 =
531(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten.
except when shown.
WEBS
2-4=372/179
All forces 250 (lb) or less
WEBS
2-4=372/179
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. Il; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 3, 4.
PLATES GRIP
MT20 2441190
Weight: 38 lb FT=4%
LOAD CASE(S)
Standard
\_\GEN&
PE.76051 �
1 I
I I
ORI0
S ONALI ENG\\��\\
II
Job
Truss
Truss Type
Oty
Ply
8084
V16
Valley
1
1
Job Reference (optional)
Southern Truss Go., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2D19 MiTek Industries, Inc. Sal Feb 15 11:43:34 2020 Page 1
ID:I_f5n?uVdBReTZn5hAlbwRyUUId-6ijYB2PherP81 gMF747L3dNtolUz2dP96Nsid=kw37
B-0-0 16-0-0
B-0-0 8-0-0
04 =
1 r B
3"�' 1.4 II 1. II Iva II h<e
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
n/a -
n/a
999
•TCDL 15.0
Lumber DOL
1.25
BC 0.18
Vert(CT)
n/a -
n/a
999
BOLL 0.0 '
Rep Stress Incr
YES
WB 0.06
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. All bearings 16-0-0.
(Ib) - Max Horz
1=-45(LC 15)
Max Uplift
All uplift 100 lb or less at
joint(s) 1, 5,7 except 8=-124(LC
10), 6=-124(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5 except 7=316(LC 1),
8=387(LC 21), 6=387(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-8=-302/185, 4-6=302/185
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 5, 7 except Qt=lb) 8=124,
6=124.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 55 lb FT=4%
OCENg�.
/ PE.76051 `t
X\
Job
Truss Type
Qty
Ply
8084
TV
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:36 2020 Page 1
ID:I_fsn7uVdBReT7n5hAtbwRyUUld-buHxPOQJP9Y?ev Shnfacgw_I9m2n3JJL1cG9Pzkw36
9-10-9 10.1fe 20-0-0
9-10-9 0.3 0 9-10.8
5.00 FT
h4 c
e
u4 u
4x4 =
LOADING(psf) s
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
•TCLL
20.0
Plate Grip DOL
1.25
TC 0.62
Vert(L-)
n/a -
n/a
999
TCDL
15.0
Lumber DOL
1.25
BC 0.39
Vert(CT)
n/a -
n/a
999
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.08
Horz(CT)
0.00 5
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. All bearings 20-0-0.
(lb) - Max Horz
1= 58(LC 10)
Max Uplift
All uplift 100lb or less at
joint(s) 1, 5 except 8=163(LC 10),
6=-163(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5, 7 except 8=519(LC
21), 6=519(LC 22)
NOTES.
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=5.Opsf; h=18ft; Cal. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Inte6or(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord
bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 5 except (jt=lb) 8=163.
6=163.
FORCES. (Ib) LOAD CASE(S)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less Standard
except when shown.
WEBS
2-8=-394/240, 4-6=394/240 .
h4 C
PLATES GRIP
MT20 2441190
Weight: 71 lb FT = 4%
i
PE. 761]51 �
rt -
6;
i IE�.1\\���
Job
Truss
Truss Type
Oty
Ply
8084
V24
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951
U. FIT
3.4c
Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:35 2020 Page 1
ID:I_f5n?uVdBReTZnStWtbwRyUUld-but- xPOOJPSY?ezxShnfacgw_N9m?n3JJL1cG9Pzkw36
4.4 =
10 9
IA II 3x8 WB=
4x4 =
8
1.4 n
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udell
Ud
TCLL 20.0 a
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
n/a -
n/a
999
-TCDL 15.0
Lumber DOL
1.25
BC 0.39
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.08
Horz(CT)
0.00 6
n/a
n/a
BCDL 10.0
Code FBC2017lfP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
---
REACTIONS, All bearings 24-0-0.
(lb) - Max Horz
1= 57(LC 14)
Max Uplift
All uplift 100 lb or less at
joint(s) 1, 6, 10, 8 except
11=-160(LC 10), 7=-160(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 6 except 10=346(LC 23),
11=502(LC 1). 8=346(LC 24).
7=502(LC 1)
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=S.Opsf;
BCDL=S.Opsf; h=18ft; Cat. II; Exp B; 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) Gable requires continuous bottom chord
bearing.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrenl 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 100
lb uplift at joint(s) 1, 6, 10, 8 except (jt=lb) 11=160
, 7=160.
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown. LOAD CASE(S)
WEBS Standard
2-11=-379/233, 5-7=-379/233
3" 1
PLATES GRIP
MT20 244/190
Weight: 89 lb FT=4%
KI 84
�� i
.•.
/��//�S �NAI LENG\\��\\
Job
Truss
Truss
Truss Type
Oty
Ply
808q
Valley
1
1
Job Reference (optional)
Southern Truss Co., Fort Pierce, FL 34951 Kun: 6.31U s Jul 27 ZU19 Print 8.31 U s JUI 27 2U19 MU eK Incustnes, Inc. Jat FeD 1 b 11:43:38 ZUZU rage l
ID:Lf5n?uVdBReTZnShAtbwRyUUld-35rJckRxASgsG7WeEVAp82T9AY61WW7SahLphszkw35
9-10-8 18-1-8 28-0-0
9-108 8-3-0 9-108
LOADING(psf) r
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
•TCLL
20.0
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
n/a -
We
999
TCDL
15.0
Lumber DOL
1.25
BC 0.38
Vert(CT)
n/a -
n/a
999
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.11
Horz(CT)
0.00 7
n/a
n/a
BCDL
10.0
Code FBC2017/iP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP N0.3
BOT CHORD 2x4 SP No.3
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.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 28-0-0.
(lb) - Max Horz
1=-57(LC 11)
Max Uplift
All uplift 100 lb or less at
joint(s) 1, 7, 11, 9 except
10=-106(LC 7), 12=-161(LC 10),
8=-161(LC 11)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 7 except 10=510(LC 23),
11=306(LC 2), 12=507(LC 21),
9=306(LC 2), 8=507(LC 22)
FORCES. (lb)
Max. Camp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
4-10=-337/192, 2-12=-384/236,
6-8=384/236
WEBS -
4-10=-337/192, 2-12=-384/236,
6-8=384/236
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second
gust) Vasd=124mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; 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) Gable requires continuous bottom chord
bearing.
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 100
lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 10=106
, 12=161, 8=161.
LOAD CASE(S)
Standard
]x4 C
PLATES GRIP
MT20 244/190
Weight: 105 Ib FT = 4%
�1GENg�%/r,
PE.76051 `1
%'a'`.
ORI_D �'•\��l ���
I