reviewed for code compliance...elwave fd9r6004 230.0 1 crown m sector mount [sm 502-3] notes: 1)...
TRANSCRIPT
![Page 1: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/1.jpg)
Rev
iew
ed F
or C
ode
Com
plia
nce
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 2: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/2.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
2
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
TA
BL
E O
F C
ON
TE
NT
S
1)
INT
RO
DU
CT
ION
2)
AN
AL
YS
IS C
RIT
ER
IA
T
able
1 -
Pro
pose
d A
nte
nn
a a
nd C
able
Info
rmation
Table
2 -
Exis
tin
g a
nd R
eserv
ed
Ante
nna a
nd C
ab
le I
nfo
rmation
Table
3 -
Desig
n A
nte
nna a
nd C
able
Info
rmation
3)
AN
AL
YS
IS P
RO
CE
DU
RE
Table
4 -
Docum
ents
Pro
vid
ed
3.1
) A
na
lysis
Meth
od
3.2
) A
ssum
ptions
4)
AN
AL
YS
IS R
ES
UL
TS
Table
5 -
Section C
apacity (
Sum
mary
)
Table
6 –
Tow
er
Com
pone
nts
vs. C
apacity
4.1
) R
ecom
me
ndatio
ns
5)
AP
PE
ND
IX A
tnxT
ow
er
Outp
ut
6)
AP
PE
ND
IX B
Base L
evel D
raw
ing
7)
AP
PE
ND
IX C
Add
itio
na
l C
alc
ula
tions
8)
AP
PE
ND
IX D
Str
uctu
ral M
odific
ation
Dra
win
gs
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 3: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/3.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
3
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
1)
INT
RO
DU
CT
ION
T
his
tow
er
is a
30
0 f
t G
uyed t
ow
er
desig
ned b
y R
OH
N i
n J
anuary
of
1995 a
nd m
apped b
y T
ow
er
Eng
ine
ering
Pro
fessio
na
ls i
n M
ay o
f 20
10
. T
he t
ow
er
was o
rigin
ally d
esig
ne
d f
or
a w
ind s
pe
ed o
f 1
05
mph p
er
AN
SI/
EIA
-222
-E. T
he to
wer
has b
een
modifie
d m
ultip
le tim
es in t
he p
ast to
accom
modate
additio
nal lo
ad
ing.
2)
AN
AL
YS
IS C
RIT
ER
IA
The
str
uctu
ral
analy
sis
w
as
perf
orm
ed
for
this
to
wer
in
accord
ance
w
ith
the
requ
irem
ents
of
TIA
-222-G
S
tructu
ral S
tan
dard
s f
or
Ste
el A
nte
nna T
ow
ers
and A
nte
nna S
upport
ing
Str
uctu
res u
sin
g a
3-s
econ
d g
ust
win
d
speed o
f 135 m
ph w
ith n
o ice a
nd 6
0 m
ph u
nder
serv
ice loads,
exposure
cate
gory
B w
ith t
op
ogra
phic
cate
gory
1 a
nd c
rest he
ight
of
0 f
eet.
Tab
le 1
- P
rop
os
ed
An
ten
na a
nd
Cab
le In
form
ati
on
Mo
un
tin
g
Lev
el (f
t)
Cen
ter
Lin
e
Ele
vati
on
(f
t)
Nu
mb
er
of
An
ten
na
s
An
ten
na
M
an
ufa
ctu
rer
An
ten
na
Mo
del
Nu
mb
er
of
Feed
L
ines
Feed
L
ine
Siz
e (
in)
No
te
300.0
300.0
3
Andre
w
UM
WD
-06516-2
DH
w/
Moun
t P
ipe
1
1
3/8
3/4
-
3
Ericsson
R
RU
S 3
2 B
66
Tab
le 2
- E
xis
tin
g a
nd
Re
serv
ed
An
ten
na a
nd
Cab
le In
form
ati
on
Mo
un
tin
g
Lev
el (f
t)
Cen
ter
Lin
e
Ele
vati
on
(f
t)
Nu
mb
er
of
An
ten
na
s
An
ten
na
M
an
ufa
ctu
rer
An
ten
na
Mo
del
Nu
mb
er
of
Feed
L
ines
Feed
L
ine
Siz
e (
in)
No
te
300.0
300.0
3
EM
S W
irele
ss
RR
65
-19-0
0D
P w
/ M
ou
nt
Pip
e
6
2-1
/4
3
3
Com
mscope
S
BN
HH
-1D
65C
w/
Mo
unt
Pip
e
12
1
1
2-1
/4
3/4
3/8
1
1
Cro
wn M
oun
ts
Secto
r M
oun
t [S
M 1
303
-3]
3
Ericsson
R
RU
S 1
1
3
Kath
rein
741 9
89 w
/ M
ount
Pip
e
1
Ra
yca
p
DC
6-4
8-6
0-1
8-8
F
244.0
244.0
1
Cro
wn M
oun
ts
Secto
r M
oun
t [S
M 3
02
-3]
6
1-5
/8
1
6
Scala
A
P18-1
900/0
63D
w/
Moun
t P
ipe
230.0
235.0
2
Ante
l B
XA
-70
080/8
CF
w/
Mo
unt
Pip
e
2
1-5
/8
2
3
CS
S
X7C
-FR
O-8
60-V
R0
w/
Moun
t P
ipe
6
Andre
w
HB
XX
-6516D
S-A
2M
w/
Moun
t P
ipe
6
Ericsson
R
RU
S1
2/R
RU
S A
2
2
Ra
yca
p
RH
SD
C-3
315-P
F-4
8
1
Ante
l B
XA
-70
063/8
CF
x2 w
/ M
oun
t P
ipe
12
1-5
/8
1
6
RF
S C
elw
ave
F
D9R
60
04
230.0
1
Cro
wn M
oun
ts
Secto
r M
oun
t [S
M 5
02
-3]
Note
s:
1)
Exis
tin
g E
quip
ment
2)
Reserv
ed E
quip
ment
3)
Equip
ment to
be r
em
oved; not consid
ere
d in
this
analy
sis
. R
evie
wed
For
Cod
e C
ompl
ianc
e
![Page 4: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/4.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
we
r S
tru
ctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Nu
mb
er
12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
4
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
Tab
le 3
- D
esig
n A
nte
nn
a a
nd
Cab
le I
nfo
rmati
on
Mo
un
tin
g
Lev
el (f
t)
Cen
ter
Lin
e
Ele
vati
on
(f
t)
Nu
mb
er
of
An
ten
na
s
An
ten
na
M
an
ufa
ctu
rer
An
ten
na
Mo
del
Nu
mb
er
of
Feed
L
ines
Feed
L
ine
Siz
e (
in)
300.0
300.0
3
Generic
Sm
art
BT
S P
ane
l 12
2-1
/4
290.0
290.0
2
Generic
8' D
ish w
/ R
adom
e
2
EW
90
283.0
283.0
12
D
ecib
el
DB
87
4
12
2-1
/4
3)
AN
AL
YS
IS P
RO
CE
DU
RE
Tab
le 4
- D
ocu
men
ts P
rov
ided
Do
cu
men
t R
em
ark
s
Refe
ren
ce
S
ou
rce
4-G
EO
TE
CH
NIC
AL R
EP
OR
TS
T
ow
er
Engin
eeri
ng
Pro
fessio
nals
5988
864
C
CIS
ITE
S
4-P
OS
T-M
OD
IFIC
AT
ION
IN
SP
EC
TIO
N
Tow
er
Engin
eeri
ng
Pro
fessio
nals
2737
493
C
CIS
ITE
S
4-P
OS
T-M
OD
IFIC
AT
ION
IN
SP
EC
TIO
N
SG
S,
Inc.
5661
130
C
CIS
ITE
S
4-T
OW
ER
FO
UN
DA
TIO
N
DR
AW
ING
S/D
ES
IGN
/SP
EC
S
Tow
er
Engin
eeri
ng
Pro
fessio
nals
(M
app
ing)
8541
6
CC
ISIT
ES
4-T
OW
ER
MA
NU
FA
CT
UR
ER
D
RA
WIN
GS
/Mappin
g
Rohn /
Tow
er
En
gin
eeri
ng
Pro
fessio
na
ls (
Map
pin
g)
8542
9
CC
ISIT
ES
4-T
OW
ER
RE
INF
OR
CE
ME
NT
D
ES
IGN
/DR
AW
ING
S/D
AT
A
Vert
ica
l S
tructu
res, In
c.
2663
263
C
CIS
ITE
S
4-T
OW
ER
RE
INF
OR
CE
ME
NT
D
ES
IGN
/DR
AW
ING
S/D
AT
A
SS
OE
5460
186
C
CIS
ITE
S
TO
WE
R R
EIN
FO
RC
EM
EN
T
DE
SIG
N/D
RA
WIN
GS
/DA
TA
Jacobs E
ng
ineeri
ng G
rou
p,
Inc.
App
end
ix D
O
n F
ile
3.1
) A
na
lysis
Meth
od
tnxT
ow
er
(vers
ion 7
.0.5
.1),
a c
om
merc
ially
ava
ilable
an
aly
sis
soft
ware
package,
was u
sed t
o c
reate
a
thre
e-d
imensio
nal m
odel of
the t
ow
er
and c
alc
ula
te m
em
ber
str
esses f
or
various lo
adin
g c
ases.
Sele
cte
d o
utp
ut fr
om
the a
naly
sis
is inclu
de
d in A
ppe
ndix
A.
3.2
) A
ssu
mp
tio
ns
1)
Tow
er
an
d s
tructu
res w
ere
built
in a
ccord
ance w
ith t
he
manufa
ctu
rer’s s
pecific
atio
ns.
2)
The tow
er
an
d s
tructu
res h
ave
be
en m
ain
tain
ed in a
ccord
ance w
ith
the
manufa
ctu
rer’s
specific
atio
n.
3)
The c
onfigura
tion o
f an
ten
nas, tr
ansm
issio
n c
able
s, m
ounts
and o
ther
app
urt
en
ances a
re a
s
specifie
d in T
able
s 1
an
d 2
and t
he r
efe
rence
d d
raw
ing
s.
4)
Mod
ific
atio
ns p
er
rein
forc
em
ent dra
win
gs p
repare
d b
y J
acobs E
ngin
eeri
ng G
rou
p (
Pro
ject N
o.
1272
559)
must be insta
lled
for
this
ana
lysis
to b
e v
alid
. 5)
The e
xis
ting p
ad
rein
forc
ing s
tee
l is
unknow
n, th
ere
fore
for
the p
urp
ose o
f th
is a
naly
sis
, th
e
min
imum
code r
equire
d s
teel of
0.1
8%
has b
een a
ssu
med.
T
his
analy
sis
ma
y be a
ffecte
d if
an
y a
ssum
ptions a
re n
ot valid
or
ha
ve b
ee
n m
ade in e
rror.
Jacobs
Eng
ine
erin
g G
roup
, In
c. sh
ould
be
notified t
o d
ete
rmin
e the
eff
ect on the s
tructu
ral in
tegri
ty o
f th
e
tow
er.
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 5: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/5.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
5
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
4)
AN
AL
YS
IS R
ES
UL
TS
Tab
le 5
- S
ecti
on
Cap
acit
y (
Su
mm
ary
)
Secti
on
N
o.
Ele
vati
on
(ft
) C
om
po
ne
nt
Typ
e
Siz
e
Cri
tical
Ele
men
t P
(K
) S
F*P
_all
ow
(K
) %
C
ap
acit
y
Pass / F
ail
T1
300 -
280
Leg
RO
HN
2.5
EH
1
-41.9
81
83.2
52
50.4
P
ass
T2
280 -
260
Leg
RO
HN
3 E
H
38
-72.8
44
119.1
17
61.2
P
ass
T3
260 -
256
Leg
RO
HN
3 E
H
74
-82.3
40
119.1
17
69.1
P
ass
T4
256 -
240
Leg
RO
HN
3 E
H
83
-104.3
52
131.3
62
79.4
P
ass
T5
240 -
236
Leg
RO
HN
3 E
H
122
-103.9
40
131.3
62
79.1
P
ass
T6
236 -
232
Leg
RO
HN
3 E
H
134
-102.5
53
131.3
62
78.1
P
ass
T7
232 -
228
Leg
RO
HN
3 E
H
146
-99.1
12
131.3
62
75.4
P
ass
T8
228 -
224
Leg
RO
HN
3 E
H
158
-81.7
70
131.3
62
62.2
P
ass
T9
224 -
220
Leg
RO
HN
3 E
H
171
-85.7
12
134.6
15
63.7
P
ass
T1
0
220 -
200
Leg
RO
HN
3 E
H
180
-80.9
45
119.1
17
68.0
P
ass
T1
1
200 -
180
Leg
RO
HN
3 E
H
213
-81.5
04
119.1
17
68.4
P
ass
T1
2
180 -
160
Leg
RO
HN
3 E
H
246
-82.7
97
119.1
17
69.5
P
ass
T1
3
160 -
140
Leg
RO
HN
3 E
H
279
-93.2
66
119.1
17
78.3
P
ass
T1
4
140 -
120
Leg
RO
HN
3 E
H
312
-93.6
84
119.1
17
78.6
P
ass
T1
5
120 -
100
Leg
RO
HN
3 E
H
343
-85.3
46
119.1
17
71.6
P
ass
T1
6
100 -
80
Leg
RO
HN
3 E
H
376
-104.2
60
119.1
17
87.5
P
ass
T1
7
80 -
60
Leg
RO
HN
3.5
EH
409
-130.4
22
149.9
75
87.0
P
ass
T1
8
60 -
40
Leg
RO
HN
3.5
EH
442
-134.9
45
149.9
75
90.0
P
ass
T1
9
40 -
20
Leg
RO
HN
3.5
EH
475
-131.4
34
149.9
75
87.6
P
ass
T2
0
20 -
8.2
7083
Leg
RO
HN
3.5
EH
510
-109.2
34
150.6
37
72.5
P
ass
T2
1
8.2
7083 -
0
Leg
RO
HN
4 E
H
531
-98.2
20
182.0
86
53.9
P
ass
T1
300 -
280
Dia
gonal
L2x2
x1/4
17
-4.8
70
18.3
70
26.5
56.2
(b)
Pass
T2
280 -
260
Dia
gonal
L2x2
x1/4
63
-8.1
57
18.8
55
43.3
54.6
(b)
Pass
T3
260 -
256
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
78
-4.7
24
8.0
24
58.9
84.2
(b)
Pass
T4
256 -
240
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
115
-4.2
07
7.6
03
55.3
84.0
(b)
Pass
T5
240 -
236
Dia
gonal
L1 1
/2x1 1
/2x1/8
129
-1.6
39
5.2
62
31.1
P
ass
T6
236 -
232
Dia
gonal
L1 1
/2x1 1
/2x1/8
141
-1.9
56
5.2
62
37.2
P
ass
T7
232 -
228
Dia
gonal
L2x2
x1/4
153
-5.3
56
22.4
13
23.9
70.2
(b)
Pass
T8
228 -
224
Dia
gonal
L2x2
x3/1
6
165
-6.9
28
14.7
88
46.8
102.4
(b)
Pass
2
T9
224 -
220
Dia
gonal
L2x2
x3/1
6
176
-5.7
50
14.2
04
40.5
82.6
(b)
Pass
T1
0
220 -
200
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
186
-4.0
13
8.0
24
50.0
85.5
(b)
Pass
T1
1
200 -
180
Dia
gonal
L1 3
/4x1 3
/4x1/4
219
-7.0
43
14.4
45
48.8
83.4
(b)
Pass
T1
2
180 -
160
Dia
gonal
L1 3
/4x1 3
/4x3/1
6
271
-6.2
20
11.1
00
56.0
97.6
(b)
Pass
T1
3
160 -
140
Dia
gonal
L1 1
/2x1 1
/2x1/8
304
-3.0
17
5.5
28
54.6
98.1
(b)
Pass
T1
4
140 -
120
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
316
-2.5
58
8.0
24
31.9
56.1
(b)
Pass
T1
5
120 -
100
Dia
gonal
L1 1
/2x1 1
/2x1/4
349
-5.6
25
10.3
97
54.1
P
ass
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 6: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/6.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
6
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
Secti
on
N
o.
Ele
vati
on
(ft
) C
om
po
ne
nt
Typ
e
Siz
e
Cri
tical
Ele
men
t P
(K
) S
F*P
_all
ow
(K
) %
C
ap
acit
y
Pass / F
ail
81.3
(b)
T1
6
100 -
80
Dia
gonal
L1 3
/4x1 3
/4x1/4
403
-6.8
35
14.4
45
47.3
80.8
(b)
Pass
T1
7
80 -
60
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
441
-3.5
32
8.1
07
43.6
81.1
(b)
Pass
T1
8
60 -
40
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
448
-1.6
32
8.1
07
20.1
30.0
(b)
Pass
T1
9
40 -
20
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
481
-3.5
11
8.1
07
43.3
76.0
(b)
Pass
T2
0
20 -
8.2
7083
Dia
gonal
L1 1
/2x1 1
/2x3/1
6
514
-4.8
17
8.1
88
58.8
98.1
(b)
Pass
T2
1
8.2
7083 -
0
Horizonta
l (B
P)
C14.5
x2
x3/1
6
536
0.1
05
110.1
09
9.5
P
ass
T4
256 -
240
Secondary
H
orizonta
l L2x2
x1/4
102
2.1
21
25.5
05
8.3
34.2
(b)
Pass
T5
240 -
236
Secondary
H
orizonta
l L2x2
x1/4
130
-1.8
00
22.9
76
7.8
29.0
(b)
Pass
T6
236 -
232
Secondary
H
orizonta
l L2x2
x1/4
143
-1.7
76
22.9
76
7.7
30.2
(b)
Pass
T7
232 -
228
Secondary
H
orizonta
l L2x2
x1/4
155
4.0
38
25.5
05
15.8
65.1
(b)
Pass
T8
228 -
224
Secondary
H
orizonta
l L2x2
x1/4
168
1.9
29
25.5
05
7.6
31.1
(b)
Pass
T1
300 -
280
To
p G
irt
L1 3
/4x1 3
/4x3/1
6
5
-1.2
66
5.5
21
22.9
P
ass
T2
1
8.2
7083 -
0
To
p G
irt
RO
HN
C33.2
5x2.2
5x3/1
6
533
19.5
39
227.0
53
8.6
P
ass
T2
280 -
260
Bott
om
Girt
L4x2
x1/4
42
2.8
50
40.7
81
7.0
12.3
(b)
Pass
T2
280 -
260
Guy A
@280
3/4
574
24.0
95
34.9
80
68.9
P
ass
Guy A
@280
3/4
582
24.1
88
34.9
80
69.1
P
ass
T9
224 -
220
Guy A
@221
5/8
555
24.0
73
25.4
40
94.6
P
ass
T1
2
180 -
160
Guy A
@180
7/8
549
46.0
06
47.8
20
96.2
P
ass
T1
6
100 -
80
Guy A
@100
3/4
543
35.2
69
34.9
80
100.8
P
ass
2
T2
280 -
260
Guy B
@280
3/4
569
24.0
91
34.9
80
68.9
P
ass
Guy B
@280
3/4
581
24.1
60
34.9
80
69.1
P
ass
T9
224 -
220
Guy B
@221
5/8
554
24.0
70
25.4
40
94.6
P
ass
T1
2
180 -
160
Guy B
@180
7/8
548
45.9
89
47.8
20
96.2
P
ass
T1
6
100 -
80
Guy B
@100
3/4
542
35.2
55
34.9
80
100.8
P
ass
2
T2
280 -
260
Guy C
@280
3/4
556
23.9
38
34.9
80
68.4
P
ass
Guy C
@280
3/4
580
24.2
28
34.9
80
69.3
P
ass
T9
224 -
220
Guy C
@221
5/8
550
24.0
35
25.4
40
94.5
P
ass
T1
2
180 -
160
Guy C
@180
7/8
544
45.9
19
47.8
20
96.0
P
ass
T1
6
100 -
80
Guy C
@100
3/4
538
35.2
55
34.9
80
100.8
P
ass
2
T2
280 -
260
To
p G
uy P
ull-
Off
@280
2L3
x2
x1/4
x3/8
561
21.6
54
65.4
13
33.1
52.7
(b)
Pass
T9
224 -
220
To
p G
uy P
ull-
Off
@221
L3x3
x1/4
553
11.4
22
43.5
09
26.3
103.0
(b)
Pass
2
T1
2
180 -
160
To
p G
uy P
ull-
Off
@180
2L3
x2
x1/4
x3/8
547
18.9
42
63.3
74
29.9
42.5
(b)
Pass
T1
6
100 -
80
To
p G
uy P
ull-
Off
@100
2L3
x2
x1/4
x3/8
541
17.9
74
63.3
74
28.4
40.3
(b)
Pass
T2
280 -
260
Bott
om
Guy P
ull-
Off
@280
2L3
x2
x1/4
x3/8
567
-3.4
53
43.3
47
8.0
P
ass
T2
280 -
260
To
rque A
rm
To
p@
280
RO
HN
2.5
ST
D
559
25.9
99
76.6
82
33.9
53.4
(b)
Pass
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 7: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/7.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
we
r S
tru
ctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Nu
mb
er
12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
7
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
Secti
on
N
o.
Ele
vati
on
(ft
) C
om
po
nen
t T
yp
e
Siz
e
Cri
tical
Ele
men
t P
(K
) S
F*P
_all
ow
(K
) %
C
ap
acit
y
Pass / F
ail
T2
280 -
260
Torq
ue A
rm
Bott
om
@280
RO
HN
2.5
ST
D
579
-25.8
28
52.9
49
48.8
53.0
(b)
Pass
S
um
mary
Leg (
T18)
90.0
P
ass
Dia
gonal
(T8)
102.4
P
ass
2
Horizonta
l (T
21)
9.5
P
ass
Secondary
H
orizonta
l (T
7)
65.1
P
ass
Top G
irt
(T1)
22.9
P
ass
Bott
om
Girt
(T2)
12.3
P
ass
Guy A
(T
16)
100.8
P
ass
2
Guy B
(T
16)
100.8
P
ass
2
Guy C
(T
16)
100.8
P
ass
2
Top G
uy
Pull-
Off
(T9)
103.0
P
ass
2
Bott
om
Guy
Pull-
Off
(T2)
8.0
P
ass
Torq
ue A
rm
Top (
T2)
53.4
P
ass
Torq
ue A
rm
Bott
om
(T
2)
53.0
P
ass
Bolt C
hecks
103.0
P
ass
2
Rating =
103.0
P
ass
2
T
ab
le 6
- T
ow
er
Co
mp
on
en
t S
tres
ses v
s.
Cap
acit
y -
LC
4.7
No
tes
C
om
po
nen
t E
lev
ati
on
(ft
) %
Cap
ac
ity
Pas
s / F
ail
1
Base F
ound
ation
Str
uctu
ral
0
24.3
P
ass
1
Base F
ound
ation
Soil
Inte
raction
0
91.8
P
ass
1
Gu
y A
nchor
Found
ation
Str
uctu
ral
0
15.2
P
ass
1
Gu
y A
nchor
Found
ation S
oil
Inte
raction
0
73.1
P
ass
Str
uctu
re R
ati
ng
(m
ax f
rom
all c
om
po
nen
ts)
=
103.0
%2
Note
s:
1)
See a
dditio
nal docum
enta
tion in “
Appendix
C –
Additio
nal C
alc
ula
tions”
for
calc
ula
tions s
upport
ing t
he %
capacity
consum
ed.
2)
Capacitie
s u
p t
o 1
05%
are
consid
ere
d a
ccepta
ble
based o
n a
naly
sis
meth
ods u
sed.
R
evie
wed
For
Cod
e C
ompl
ianc
e
![Page 8: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/8.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
8
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
4.1
) R
eco
mm
en
dati
on
s
T
he tow
er
an
d its
foundatio
n h
ave s
uff
icie
nt ca
pacity t
o c
arr
y th
e e
xis
ting
, pro
posed, a
nd r
eserv
ed
lo
ads o
nce t
he p
ropose
d m
odific
ations h
ave b
een
insta
lled.
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 9: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/9.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
9
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
AP
PE
ND
IX A
TN
XT
OW
ER
OU
TP
UT
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 10: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/10.jpg)
Jaco
bs
En
gin
eeri
ng G
rou
p, In
c.
54
49
Be
lls F
err
y R
oa
d
Acw
ort
h,
GA
30
10
2
Phone:
770-7
01-2
500
FA
X:
770-7
01-2
501
Job
: M
ulb
err
y 4
78-0
18
Pro
ject: B
U812607_W
O1272559
Clie
nt: C
row
n C
astle
Dra
wn b
y: s
cott
a A
pp
'd:
Code: T
IA-2
22-G
D
ate
: 08/0
3/1
6 S
cale
: N
TS
P
ath
: T
:\812607 M
ulb
err
y 478-0
18\W
O 1
272559\A
naly
sis
\Models
\Modifie
d\B
U812607_W
O1272559.e
ri D
wg
No. E
-1
3/4
EH
S L
C=257.3
16 ft IT
=10%
R=
240.0
00 f
t
7
/8 E
HS L
C=2
97.6
76 ft
IT
=10%
5
/8 E
HS L
C=324.118
ft I
T=10%
3/4 E
HS LC=365.880 ft IT
=10%
3/4
EHS L
C=365.880 ft I
T=10%
3/4 E
HS LC=366.894 ft
IT=10%
300.0
ft
280.0
ft
260.0
ft
256.0
ft
240.0
ft
236.0
ft
232.0
ft
228.0
ft
224.0
ft
220.0
ft
200.0
ft
180.0
ft
160.0
ft
140.0
ft
120.0
ft
100.0
ft
80.0
ft
60.0
ft
40.0
ft
20.0
ft
8.3
ft
0.0
ft 243 K
(A
xia
l)
3 k
ip-f
t (T
orq
ue)
8 K
132 K
107 K
170
K
ALL R
EA
CT
ION
S A
RE
FA
CT
OR
ED
SectionT1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
LegsROHN 2.5 EH ROHN 3 EH ROHN 3.5 EH A
Leg GradeA572-50
DiagonalsL2x2x1/4 B C D E B L1 3/4x1 3/4x1/4 F L1 1/2x1 1/2x1/8 B L1 1/2x1 1/2x1/4 L1 3/4x1 3/4x1/4 L1 1/2x1 1/2x3/16 N.A.
Diagonal GradeA36 G A36 N.A.
Top GirtsF N.A. H
Bottom GirtsN.A. L4x2x1/4 N.A.
HorizontalsN.A. I
Sec. HorizontalsN.A. L2x2x1/4 N.A.
Top Guy Pull-OffsN.A. 2L3x2x1/4x3/8 N.A. J N.A. 2L3x2x1/4x3/8 N.A. 2L3x2x1/4x3/8 N.A.
Bot Guy Pull-OffsN.A. 2L3x2x1/4x3/8 N.A.
Face Width (ft)5.04167
# Panels @ (ft)70 @ 4 K L
Weight (K)1.2 2.3 0.2 1.0 0.2 0.2 0.3 0.3 0.3 1.0 1.2 1.2 0.9 1.0 1.1 1.3 1.2 1.2 1.2 0.7 0.9 18.9
PL
AN
R=240.0
00 f
tR
=240.0
00 f
t
R=240.0
00 f
t
R=240.0
00 f
tR
=240.0
00 f
t
R=240.0
00 f
t
R=240.0
00 f
tR
=240.0
00 f
t
R=240.0
00 f
t
R=240.0
00 f
tR
=240.0
00 f
t
R=240.0
00 f
t
R=240.0
00 f
tR
=240.0
00 f
t
R=240.0
00 f
t
Lig
hting
Rod 4
'x5/8
" on 7
' Exte
nsio
n 300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
RR
US
11
300
(2)
RR
US
11
300
RR
US
32 B
66
300
RR
US
32 B
66
300
RR
US
32 B
66
300
DC
6-4
8-6
0-1
8-8
F 300
Secto
r M
ount [S
M 1
303-3
] 300
2"
x 8
' Mount P
ipe
300
2"
x 8
' Mount P
ipe
300
2"
x 8
' Mount P
ipe
300
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
Secto
r M
ount [S
M 3
02-3
] 244
(2)
2"
x 6
' Mount P
ipe
244
(2)
2"
x 6
' Mount P
ipe
244
(2)
2"
x 6
' Mount P
ipe
244
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
BX
A-7
0080/8
CF
w/ M
ount P
ipe
230
BX
A-7
0063/8
CF
x2 w
/ M
ount P
ipe
230
BX
A-7
0080/8
CF
w/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
(2)
RR
US
12/R
RU
S A
2 230
(2)
RR
US
12/R
RU
S A
2 230
(2)
RR
US
12/R
RU
S A
2 230
FD
9R
6004
230
(3)
FD
9R
6004
230
(2)
FD
9R
6004
230
(2)
RH
SD
C-3
315-P
F-4
8 230
Secto
r M
ount [S
M 5
02-3
] 230
Sid
e L
ighting
150
Sid
e L
ighting
150
Sid
e L
ighting
150
DE
SIG
NE
D A
PP
UR
TE
NA
NC
E L
OA
DIN
G
TY
PE
TY
PE
EL
EV
AT
ION
EL
EV
AT
ION
Lig
hting
Rod 4
'x5/8
" on 7
' Exte
nsio
n 300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
SB
NH
H-1
D65C
w/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
741 9
89 w
/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
UM
WD
-06516-2
DH
w/ M
ount P
ipe
300
RR
US
11
300
(2)
RR
US
11
300
RR
US
32 B
66
300
RR
US
32 B
66
300
RR
US
32 B
66
300
DC
6-4
8-6
0-1
8-8
F 300
Secto
r M
ount [S
M 1
303-3
] 300
2"
x 8
' Mount P
ipe
300
2"
x 8
' Mount P
ipe
300
2"
x 8
' Mount P
ipe
300
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
(2)
AP
18-1
900/0
63D
w/ M
ount P
ipe
244
Secto
r M
ount [S
M 3
02-3
] 244
(2)
2"
x 6
' Mount P
ipe
244
(2)
2"
x 6
' Mount P
ipe
244
(2)
2"
x 6
' Mount P
ipe
244
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
(2)
HB
XX
-6516D
S-A
2M
w/ M
ount P
ipe
230
BX
A-7
0080/8
CF
w/ M
ount P
ipe
230
BX
A-7
0063/8
CF
x2 w
/ M
ount P
ipe
230
BX
A-7
0080/8
CF
w/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
X7C
-FR
O-8
60-V
R0 w
/ M
ount P
ipe
230
(2)
RR
US
12/R
RU
S A
2 230
(2)
RR
US
12/R
RU
S A
2 230
(2)
RR
US
12/R
RU
S A
2 230
FD
9R
6004
230
(3)
FD
9R
6004
230
(2)
FD
9R
6004
230
(2)
RH
SD
C-3
315-P
F-4
8 230
Secto
r M
ount [S
M 5
02-3
] 230
Sid
e L
ighting
150
Sid
e L
ighting
150
Sid
e L
ighting
150
SY
MB
OL
LIS
TM
AR
KM
AR
KS
IZE
SIZ
EA
RO
HN
4 E
H
B L1 1
/2x1 1
/2x3/1
6
C L1 1
/2x1 1
/2x1/8
D L2x2x1/4
E L2x2x3/1
6
F L1 3
/4x1 3
/4x3/1
6
G A
572-5
0
H R
OH
N C
33.2
5x2.2
5x3/1
6
I (B
P)
C14.5
x2x3/1
6
J L3x3x1/4
K 3 @
3.9
0972
L 2 @
3.9
6875
MA
TE
RIA
L S
TR
EN
GT
HG
RA
DE
GR
AD
EF
yF
yF
uF
u A
572-5
0 50 k
si
65 k
si
A36
36 k
si
58 k
si
TO
WE
R D
ES
IGN
NO
TE
S1.
Tow
er
is locate
d in B
runsw
ick C
ounty
, N
ort
h C
aro
lina.
2.
Tow
er
desig
ned f
or
Exposure
B t
o t
he T
IA-2
22-G
Sta
ndard
.3.
Tow
er
desig
ned f
or
a 1
35 m
ph b
asic
win
d in a
ccord
ance w
ith t
he T
IA-2
22-G
Sta
ndard
.4.
Deflections a
re b
ased u
pon a
60 m
ph w
ind.
5.
Tow
er
Str
uctu
re C
lass II.
6.
Topogra
phic
Cate
gory
1 w
ith C
rest
Heig
ht
of
0.0
00 f
t7.
TO
WE
R R
AT
ING
: 103%
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 11: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/11.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
1 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
T
ow
er
Inp
ut
Da
ta
T
he
mai
n t
ow
er i
s a
3x g
uyed
to
wer
wit
h a
n o
ver
all
hei
gh
t o
f 3
00
.000
ft
abo
ve
the
gro
und
lin
e.
The
bas
e o
f th
e to
wer
is
set
at a
n e
levat
ion o
f 0
.00
0 f
t ab
ove
the
gro
und
lin
e.
The
face
wid
th o
f th
e to
wer
is
5.0
42 f
t at
the
top
and
tap
ered
at
the
bas
e.
This
to
wer
is
des
igned
usi
ng t
he
TIA
-22
2-G
sta
nd
ard
.
The
foll
ow
ing d
esig
n c
rite
ria
app
ly:
T
ow
er i
s lo
cate
d i
n B
runsw
ick
Co
un
ty,
No
rth C
aro
lina.
B
asic
win
d s
pee
d o
f 1
35
mp
h.
S
truct
ure
Cla
ss I
I.
E
xp
osu
re C
atego
ry B
.
T
op
ogra
phic
Cat
ego
ry 1
.
C
rest
Hei
gh
t 0
.00
0 f
t.
D
efle
ctio
ns
calc
ula
ted
usi
ng a
win
d s
pee
d o
f 6
0 m
ph.
P
ress
ure
s ar
e ca
lcula
ted
at
each s
ecti
on.
S
afet
y f
acto
r use
d i
n g
uy d
esig
n i
s 1
.
S
tres
s ra
tio
use
d i
n t
ow
er m
em
ber
des
ign i
s 1
.
L
oca
l b
end
ing s
tress
es d
ue
to c
lim
bin
g l
oad
s, f
eed
lin
e su
pp
ort
s, a
nd
ap
purt
enan
ce m
ou
nts
are
no
t co
nsi
der
ed.
O
pti
on
s
C
on
sid
er M
om
ents
- L
egs
D
istr
ibute
Leg
Load
s A
s U
nif
orm
Use
AS
CE
10
X-B
race
Ly R
ule
s
C
on
sid
er M
om
ents
- H
ori
zon
tals
Ass
um
e L
egs
Pin
ned
√
C
alcu
late
Red
un
dan
t B
raci
ng F
orc
es
C
on
sid
er M
om
ents
- D
iagon
als
√
Ass
um
e R
igid
In
dex
Pla
te
Ig
nore
Red
und
ant
Mem
ber
s in
FE
A
U
se M
om
ent
Mag
nif
icat
ion
√
Use
Cle
ar S
pan
s F
or
Win
d A
rea
√
SR
Leg
Bolt
s R
esis
t C
om
pre
ssio
n
√
Use
Cod
e S
tres
s R
atio
s √
U
se C
lear
Sp
ans
For
KL
/r
A
ll L
eg P
anel
s H
ave
Sam
e A
llo
wab
le
√
Use
Cod
e S
afet
y F
acto
rs -
Gu
ys
√
Ret
ensi
on G
uys
To I
nit
ial
Ten
sion
O
ffse
t G
irt
At
Fou
nd
atio
n
E
scal
ate
Ice
√
Byp
ass
Mas
t S
tabil
ity C
hec
ks
√
Con
sid
er F
eed
Lin
e T
orq
ue
A
lways
Use
Max
Kz
√
Use
Azi
mu
th D
ish
Coef
fici
ents
√
In
clu
de
An
gle
Blo
ck S
hea
r C
hec
k
U
se S
pec
ial
Win
d P
rofi
le
√
Pro
ject
Win
d A
rea
of
Ap
pu
rt.
U
se T
IA-2
22
-G B
raci
ng R
esis
t. E
xem
pti
on
√
Incl
ud
e B
olt
s In
Mem
ber
Cap
acit
y
√
Au
toca
lc T
orq
ue
Arm
Are
as
U
se T
IA-2
22
-G T
ensi
on
Sp
lice
Exem
pti
on
L
eg B
olt
s A
re A
t T
op
Of
Sec
tion
A
dd
IB
C .6
D+
W C
om
bin
atio
n
Pole
s
√
Sec
on
dar
y H
ori
zon
tal
Bra
ces
Leg
√
S
ort
Cap
acit
y R
eport
s B
y C
om
pon
ent
In
clu
de
Sh
ear-
Tors
ion
In
tera
ctio
n
U
se D
iam
ond
In
ner
Bra
cin
g (
4 S
ided
)
Tri
angu
late
Dia
mond
In
ner
Bra
cin
g
A
lways
Use
Su
b-C
riti
cal
Flo
w
S
R M
emb
ers
Hav
e C
ut
End
s
Tre
at F
eed
Lin
e B
und
les
As
Cyli
nd
er
U
se T
op
Mou
nte
d S
ock
ets
S
R M
emb
ers
Are
Con
centr
ic
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 12: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/12.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
2 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Leg B
Guy
B
Leg C
Guy
C
Leg A
Guy A
Face A
Face B
Face C
Co
rner
& S
tarm
ou
nt
Gu
yed
To
wer
Win
d 0
Win
d 9
0
Win
d 1
80
Z
X
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 13: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/13.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
3 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Leg B
Guy B
Leg C
Guy C
Leg A
Guy A
Face A
Face B
Face C
Face G
uy
ed
Win
d 0
Win
d 9
0
Win
d 1
80
Z
X
To
wer
Se
cti
on
Geo
me
try
To
wer
Sec
tion
To
wer
Ele
vati
on
ft
Ass
em
bly
Da
taba
se
Desc
rip
tio
n
Sect
ion
Wid
th
ft
Nu
mb
er
of
Sect
ion
s
Sect
ion
Leng
th
ft
T1
3
00
.00
0-2
80
.00
0
5.0
42
1
20.0
00
T2
2
80
.00
0-2
60
.00
0
5.0
42
1
20.0
00
T3
2
60
.00
0-2
56
.00
0
5.0
42
1
4.0
00
T4
2
56
.00
0-2
40
.00
0
5.0
42
1
16.0
00
T5
2
40
.00
0-2
36
.00
0
5.0
42
1
4.0
00
T6
2
36
.00
0-2
32
.00
0
5.0
42
1
4.0
00
T7
2
32
.00
0-2
28
.00
0
5.0
42
1
4.0
00
T8
2
28
.00
0-2
24
.00
0
5.0
42
1
4.0
00
T9
2
24
.00
0-2
20
.00
0
5.0
42
1
4.0
00
T1
0
220
.00
0-2
00
.00
0
5.0
42
1
20.0
00
T1
1
200
.00
0-1
80
.00
0
5.0
42
1
20.0
00
T1
2
180
.00
0-1
60
.00
0
5.0
42
1
20.0
00
T1
3
160
.00
0-1
40
.00
0
5.0
42
1
20.0
00
T1
4
140
.00
0-1
20
.00
0
5.0
42
1
20.0
00
T1
5
120
.00
0-1
00
.00
0
5.0
42
1
20.0
00
T1
6
100
.00
0-8
0.0
00
5.0
42
1
20.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 14: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/14.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
4 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sec
tion
To
wer
Ele
vati
on
ft
Ass
em
bly
Da
taba
se
Desc
rip
tio
n
Sect
ion
Wid
th
ft
Nu
mb
er
of
Sect
ion
s
Sect
ion
Leng
th
ft
T1
7
80.0
00
-60
.000
5.0
42
1
20.0
00
T1
8
60.0
00
-40
.000
5.0
42
1
20.0
00
T1
9
40.0
00
-20
.000
5.0
42
1
20.0
00
T2
0
20.0
00
-8.2
71
5.0
42
1
11.7
29
T2
1
8.2
71
-0.0
00
5.0
42
1
8.2
71
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Sec
tion
To
wer
Ele
vati
on
ft
Dia
gona
l
Spa
cin
g
ft
Bra
cin
g
Typ
e
Ha
s
K B
race
End
Pan
els
Ha
s
Ho
rizo
nta
ls
To
p G
irt
Off
set
in
Bo
tto
m G
irt
Off
set
in
T1
3
00
.00
0-2
80
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T2
2
80
.00
0-2
60
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T3
2
60
.00
0-2
56
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T4
2
56
.00
0-2
40
.00
0
4.0
00
X B
race
N
o
Yes
0
.000
0.0
00
T5
2
40
.00
0-2
36
.00
0
4.0
00
X B
race
N
o
Yes
0
.000
0.0
00
T6
2
36
.00
0-2
32
.00
0
4.0
00
X B
race
N
o
Yes
0
.000
0.0
00
T7
2
32
.00
0-2
28
.00
0
4.0
00
X B
race
N
o
Yes
0
.000
0.0
00
T8
2
28
.00
0-2
24
.00
0
4.0
00
X B
race
N
o
Yes
0
.000
0.0
00
T9
2
24
.00
0-2
20
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
0
220
.00
0-2
00
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
1
200
.00
0-1
80
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
2
180
.00
0-1
60
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
3
160
.00
0-1
40
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
4
140
.00
0-1
20
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
5
120
.00
0-1
00
.00
0
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
6
100
.00
0-8
0.0
00
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
7
80.0
00
-60
.000
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
8
60.0
00
-40
.000
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T1
9
40.0
00
-20
.000
4.0
00
X B
race
N
o
No
0.0
00
0.0
00
T2
0
20.0
00
-8.2
71
3.9
10
X B
race
N
o
Yes
0
.000
0.0
00
T2
1
8.2
71
-0.0
00
3.9
69
X B
race
N
o
Yes
4
.000
0.0
00
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
Leg
Typ
e
Leg
Siz
e
Leg
Gra
de
Dia
gona
l
Typ
e
Dia
gona
l
Siz
e
Dia
gona
l
Gra
de
T1
300
.00
0-2
80
.00
0
Pip
e R
OH
N 2
.5 E
H
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
T2
280
.00
0-2
60
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
T3
260
.00
0-2
56
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T4
256
.00
0-2
40
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T5
240
.00
0-2
36
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x1
/8
A3
6
(36
ksi
)
T6
236
.00
0-2
32
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x1
/8
A3
6
(36
ksi
)
T7
P
ipe
RO
HN
3 E
H
A5
72
-50
Equ
al A
ngle
L
2x2
x1
/4
A5
72
-50
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 15: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/15.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
5 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Ele
vati
on
ft
Leg
Typ
e
Leg
Siz
e
Leg
Gra
de
Dia
gona
l
Typ
e
Dia
gona
l
Siz
e
Dia
gona
l
Gra
de
232
.00
0-2
28
.00
0
(50
ksi
) (5
0 k
si)
T8
228
.00
0-2
24
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
2x2
x3
/16
A3
6
(36
ksi
)
T9
224
.00
0-2
20
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
2x2
x3
/16
A3
6
(36
ksi
)
T1
0
220
.00
0-2
00
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T1
1
200
.00
0-1
80
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 3
/4x1 3
/4x1
/4
A3
6
(36
ksi
)
T1
2
180
.00
0-1
60
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 3
/4x1 3
/4x3
/16
A3
6
(36
ksi
)
T1
3
160
.00
0-1
40
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x1
/8
A3
6
(36
ksi
)
T1
4
140
.00
0-1
20
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T1
5
120
.00
0-1
00
.00
0
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x1
/4
A3
6
(36
ksi
)
T1
6
100
.00
0-8
0.0
00
Pip
e R
OH
N 3
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
L
1 3
/4x1 3
/4x1
/4
A3
6
(36
ksi
)
T1
7
80.0
00
-60
.000
Pip
e R
OH
N 3
.5 E
H
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T1
8
60.0
00
-40
.000
Pip
e R
OH
N 3
.5 E
H
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T1
9
40.0
00
-20
.000
Pip
e R
OH
N 3
.5 E
H
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T2
0 2
0.0
00
-8.2
71
Pip
e R
OH
N 3
.5 E
H
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
1 1
/2x1 1
/2x3
/16
A3
6
(36
ksi
)
T2
1 8
.271
-0.0
00
Pip
e R
OH
N 4
EH
A
57
2-5
0
(50
ksi
)
Equ
al A
ngle
A3
6
(36
ksi
)
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
To
p G
irt
Typ
e
To
p G
irt
Siz
e
To
p G
irt
Gra
de
Bo
tto
m G
irt
Typ
e
Bo
tto
m G
irt
Siz
e
Bo
tto
m G
irt
Gra
de
T1
300
.00
0-2
80
.00
0
Equ
al A
ngle
L
1 3
/4x1 3
/4x3
/16
A3
6
(36
ksi
)
Fla
t B
ar
A
36
(36
ksi
)
T2
280
.00
0-2
60
.00
0
Pip
e
A5
72
-50
(50
ksi
)
Sin
gle
An
gle
L
4x2
x1
/4
A3
6
(36
ksi
)
T2
1 8
.271
-0.0
00
Chan
nel
R
OH
N C
33.2
5x2.2
5x3/1
6
A3
6
(36
ksi
)
Chan
nel
(B
P)
C1
4.5
x2
x3/1
6
A3
6
(36
ksi
)
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
No.
of
Mid
Gir
ts
Mid
Gir
t
Typ
e
Mid
Gir
t
Siz
e
Mid
Gir
t
Gra
de
Ho
rizo
nta
l
Typ
e
Ho
rizo
nta
l
Siz
e
Ho
rizo
nta
l
Gra
de
T2
1 8
.271
-0.0
00
Non
e F
lat
Bar
A3
6
(36
ksi
)
Chan
nel
(B
P)
C1
4.5
x2
x3/1
6
A3
6
(36
ksi
)
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 16: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/16.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
6 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
Seco
nda
ry
Ho
rizo
nta
l T
ype
Seco
nda
ry H
ori
zonta
l
Siz
e
Seco
nda
ry
Ho
rizo
nta
l
Gra
de
Inner
Bra
cing
Typ
e
Inner
Bra
cing
Siz
e
Inner
Bra
cing
Gra
de
T4
256
.00
0-2
40
.00
0
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
Soli
d R
ound
A
57
2-5
0
(50
ksi
)
T5
240
.00
0-2
36
.00
0
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
Soli
d R
ound
A
57
2-5
0
(50
ksi
)
T6
236
.00
0-2
32
.00
0
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
Soli
d R
ound
A
57
2-5
0
(50
ksi
)
T7
232
.00
0-2
28
.00
0
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
Soli
d R
ound
A
57
2-5
0
(50
ksi
)
T8
228
.00
0-2
24
.00
0
Equ
al A
ngle
L
2x2
x1
/4
A3
6
(36
ksi
)
Soli
d R
ound
A
57
2-5
0
(50
ksi
)
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
Gu
sset
Are
a
(per
face)
ft2
Gu
sset
Th
ickn
ess
in
Gu
sset
Gra
de
Ad
just
. F
acto
r
Af
Ad
just
.
Fa
ctor
Ar
Weig
ht
Mu
lt.
Do
ub
le A
ng
le
Sti
tch
Bolt
Spa
cin
g
Dia
gona
ls
in
Do
ub
le A
ng
le
Sti
tch
Bolt
Spa
cin
g
Ho
rizo
nta
ls
in
Do
ub
le A
ng
le
Sti
tch
Bolt
Spa
cin
g
Redun
dan
ts
in
T1
300
.00
0-2
80
.0
00
0.0
00
0.2
50
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T2
280
.00
0-2
60
.0
00
0.0
00
0.3
75
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T3
260
.00
0-2
56
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T4
256
.00
0-2
40
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T5
240
.00
0-2
36
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T6
236
.00
0-2
32
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T7
232
.00
0-2
28
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T8
228
.00
0-2
24
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T9
224
.00
0-2
20
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
0
220
.00
0-2
00
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
1
200
.00
0-1
80
.0
0.0
00
0.2
50
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 17: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/17.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
7 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Ele
vati
on
ft
Gu
sset
Are
a
(per
face)
ft2
Gu
sset
Th
ickn
ess
in
Gu
sset
Gra
de
Ad
just
. F
acto
r
Af
Ad
just
.
Fa
ctor
Ar
Weig
ht
Mu
lt.
Do
ub
le A
ng
le
Sti
tch
Bolt
Spa
cin
g
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gona
ls
in
Do
ub
le A
ng
le
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tch
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cin
g
Ho
rizo
nta
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in
Do
ub
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ng
le
Sti
tch
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Spa
cin
g
Redun
dan
ts
in
00
T1
2
180
.00
0-1
60
.0
00
0.0
00
0.3
75
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
3
160
.00
0-1
40
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
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1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
4
140
.00
0-1
20
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
5
120
.00
0-1
00
.0
00
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
6
100
.00
0-8
0.0
0
0
0.0
00
0.3
75
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
7
80.0
00
-60
.000
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
8
60.0
00
-40
.000
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T1
9
40.0
00
-20
.000
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T2
0
20.0
00
-8.2
71
0.0
00
0.1
88
A3
6
(36
ksi
)
1
1
1.0
5
36.0
00
36.0
00
36.0
00
T2
1
8.2
71
-0.0
00
0.0
00
0.0
00
A3
6
(36
ksi
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1
1
1.0
5
36.0
00
36.0
00
36.0
00
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
K
Fa
cto
rs1
To
wer
Ele
vati
on
ft
Calc
K
Sin
gle
Ang
les
Calc
K
Soli
d
Rou
nd
s
Leg
s X
Bra
ce
Dia
gs
X
Y
K
Bra
ce
Dia
gs
X
Y
Sin
gle
Dia
gs
X
Y
Gir
ts
X
Y
Ho
riz.
X
Y
Sec.
Ho
riz.
X
Y
Inner
Bra
ce
X
Y
T1
300
.00
0-2
80
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T2
280
.00
0-2
60
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T3
260
.00
0-2
56
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T4
256
.00
0-2
40
.0
00
No
Yes
1
1
1
1
1
1
1
1
1
1
1
1
0.5
1
1
T5
240
.00
0-2
36
.0
00
No
Yes
1
1
1
1
1
1
1
1
1
1
1
1
0.5
1
1
T6
236
.00
0-2
32
.0
00
No
Yes
1
1
1
1
1
1
1
1
1
1
1
1
0.5
1
1
T7
232
.00
0-2
28
.0
No
Yes
1
1
1
1
1
1
1
1
1
1
1
1
0.5
1
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 18: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/18.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
8 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
K
Fa
cto
rs1
To
wer
Ele
vati
on
ft
Calc
K
Sin
gle
Ang
les
Calc
K
Soli
d
Rou
nd
s
Leg
s X
Bra
ce
Dia
gs
X
Y
K
Bra
ce
Dia
gs
X
Y
Sin
gle
Dia
gs
X
Y
Gir
ts
X
Y
Ho
riz.
X
Y
Sec.
Ho
riz.
X
Y
Inner
Bra
ce
X
Y
00
T8
228
.00
0-2
24
.0
00
No
Yes
1
1
1
1
1
1
1
1
1
1
1
1
0.5
1
1
T9
224
.00
0-2
20
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
0
220
.00
0-2
00
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
1
200
.00
0-1
80
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
2
180
.00
0-1
60
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
3
160
.00
0-1
40
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
4
140
.00
0-1
20
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
5
120
.00
0-1
00
.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
6
100
.00
0-8
0.0
0
0
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
7
80.0
00
-60
.000
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
8
60.0
00
-40
.000
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T1
9
40.0
00
-20
.000
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T2
0
20.0
00
-8.2
71
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
T2
1
8.2
71
-0.0
00
Yes
Y
es
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1N
ote
: K
facto
rs a
re a
pp
lied
to m
em
ber
seg
men
t le
ng
ths.
K-b
races
wit
hout
inn
er
supp
ort
ing
mem
bers
wil
l h
ave t
he K
facto
r in
th
e ou
t-o
f-p
lan
e d
irect
ion a
pp
lied
to
the o
vera
ll l
eng
th.
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
Leg
Dia
gona
l T
op G
irt
Bo
tto
m G
irt
Mid
Gir
t L
ong
Ho
rizo
nta
l S
ho
rt H
ori
zonta
l
N
et
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
T1
300
.00
0-2
80
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 19: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/19.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
9 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Ele
vati
on
ft
Leg
Dia
gona
l T
op G
irt
Bo
tto
m G
irt
Mid
Gir
t L
ong
Ho
rizo
nta
l S
ho
rt H
ori
zonta
l
N
et
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
U
Net
Wid
th
Dedu
ct
in
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th
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in
U
Net
Wid
th
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in
U
Net
Wid
th
Dedu
ct
in
U
T2
280
.00
0-2
60
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T3
260
.00
0-2
56
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T4
256
.00
0-2
40
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T5
240
.00
0-2
36
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T6
236
.00
0-2
32
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T7
232
.00
0-2
28
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T8
228
.00
0-2
24
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T9
224
.00
0-2
20
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
0
220
.00
0-2
00
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
1
200
.00
0-1
80
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
2
180
.00
0-1
60
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
3
160
.00
0-1
40
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
4
140
.00
0-1
20
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
5
120
.00
0-1
00
.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
6
100
.00
0-8
0.0
0
0
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
7
80.0
00
-60
.000
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
8
60.0
00
-40
.000
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T1
9
40.0
00
-20
.000
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T2
0
20.0
00
-8.2
71
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
T2
1
8.2
71
-0.0
00
0.0
00
1
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
0.0
00
0.7
5
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 20: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/20.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
10 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Se
cti
on
Geo
me
try (
co
nt’d
)
To
wer
Ele
vati
on
ft
Leg
Conn
ect
ion
Typ
e
Leg
Dia
gona
l T
op G
irt
Bo
tto
m G
irt
Mid
Gir
t L
ong
Ho
rizo
nta
l S
ho
rt H
ori
zonta
l
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
T1
300
.00
0-2
80
.0
00
Fla
nge
0.0
00
A3
25
N
0
0.6
25
A3
25
N
1
0.6
25
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T2
280
.00
0-2
60
.0
00
Fla
nge
0.7
50
A3
25
N
4
0.6
25
A3
25
N
2
0.6
25
A3
25
N
0
0.6
25
A3
25
N
2
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T3
260
.00
0-2
56
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T4
256
.00
0-2
40
.0
00
Fla
nge
0.8
75
A3
25
N
0
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.5
00
A3
25
N
1
T5
240
.00
0-2
36
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.5
00
A3
25
N
1
T6
236
.00
0-2
32
.0
00
Fla
nge
0.8
75
A3
25
N
0
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.5
00
A3
25
N
1
T7
232
.00
0-2
28
.0
00
Fla
nge
0.8
75
A3
25
N
0
0.5
00
A3
25
X
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.5
00
A3
25
N
1
T8
228
.00
0-2
24
.0
00
Fla
nge
0.8
75
A3
25
N
0
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.5
00
A3
25
N
1
T9
224
.00
0-2
20
.0
00
Fla
nge
0.8
75
A3
25
N
0
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
0
220
.00
0-2
00
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
1
200
.00
0-1
80
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.6
25
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
2
180
.00
0-1
60
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.6
25
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
3
160
.00
0-1
40
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
4
140
.00
0-1
20
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
5
120
.00
0-1
00
.0
00
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
6
100
.00
0-8
0.0
0
0
Fla
nge
0.8
75
A3
25
N
4
0.6
25
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
7
80.0
00
-60
.000
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T1
8
60.0
00
-40
.000
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 21: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/21.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
11 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Ele
vati
on
ft
Leg
Conn
ect
ion
Typ
e
Leg
Dia
gona
l T
op G
irt
Bo
tto
m G
irt
Mid
Gir
t L
ong
Ho
rizo
nta
l S
ho
rt H
ori
zonta
l
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
Bo
lt S
ize
in
No.
T1
9
40.0
00
-20
.000
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T2
0
20.0
00
-8.2
71
Fla
nge
0.8
75
A3
25
N
4
0.5
00
A3
25
N
1
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
T2
1
8.2
71
-0.0
00
Fla
nge
0.8
75
A3
25
N
4
0.0
00
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
0.6
25
A3
25
N
0
Gu
y D
ata
Gu
y
Ele
vati
on
ft
Gu
y
Gra
de
G
uy
Siz
e
Init
ial
Ten
sion
K
%
Gu
y
Mod
ulu
s
ksi
Gu
y
Weig
ht
plf
Lu ft
An
cho
r
Rad
ius
ft
An
cho
r
Azi
muth
Ad
j.
°
An
cho
r
Ele
vati
on
ft
End
Fit
ting
Eff
icie
ncy
%
100
EH
S
A
B
C
3/4
3/4
3/4
5.8
30
5.8
30
5.8
30
10%
10%
10%
1900
0.0
00
1900
0.0
00
1900
0.0
00
1.1
55
1.1
55
1.1
55
257
.10
1
257
.10
1
257
.10
1
240
.00
0
240
.00
0
240
.00
0
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
100
%
100
%
100
%
180
EH
S
A
B
C
7/8
7/8
7/8
7.9
70
7.9
70
7.9
70
10%
10%
10%
1900
0.0
00
1900
0.0
00
1900
0.0
00
1.5
81
1.5
81
1.5
81
297
.42
6
297
.42
6
297
.42
6
240
.00
0
240
.00
0
240
.00
0
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
100
%
100
%
100
%
221
EH
S
A
B
C
5/8
5/8
5/8
4.2
40
4.2
40
4.2
40
10%
10%
10%
2100
0.0
00
2100
0.0
00
2100
0.0
00
0.8
13
0.8
13
0.8
13
323
.86
1
323
.86
1
323
.86
1
240
.00
0
240
.00
0
240
.00
0
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
100
%
100
%
100
%
280
EH
S
A
B
C
3/4
3/4
3/4
5.8
30
5.8
30
5.8
30
10%
10%
10%
1900
0.0
00
1900
0.0
00
1900
0.0
00
1.1
55
1.1
55
1.1
55
365
.56
8
365
.56
8
365
.56
8
240
.00
0
240
.00
0
240
.00
0
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
100
%
100
%
100
%
280
EH
S
A
B
C
3/4
3/4
3/4
5.8
30
5.8
30
5.8
30
10%
10%
10%
1900
0.0
00
1900
0.0
00
1900
0.0
00
1.1
55
1.1
55
1.1
55
366
.58
2
366
.58
2
366
.58
2
240
.00
0
240
.00
0
240
.00
0
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
100
%
100
%
100
%
Gu
y D
ata
(co
nt’d
)
Gu
y
Ele
vati
on
ft
Mou
nt
Typ
e
To
rqu
e-A
rm
Sp
read
ft
To
rqu
e-A
rm
Leg
Ang
le
°
To
rqu
e-A
rm
Sty
le
To
rqu
e-A
rm
Gra
de
To
rqu
e-A
rm
Typ
e
To
rqu
e-A
rm S
ize
100
Corn
er
180
Corn
er
221
Corn
er
280
Torq
ue
Arm
1
6.0
00
40.0
00
Bat
Ear
A
57
2-5
0
(50
ksi
)
Pip
e R
OH
N 2
.5 S
TD
280
Corn
er
Gu
y D
ata
(co
nt’d
)
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 22: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/22.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
12 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Gu
y
Ele
vati
on
ft
Dia
gona
l
Gra
de
Dia
gona
l
Typ
e
Up
per
Dia
gona
l
Siz
e
Lo
wer
Dia
gona
l
Siz
e
Is
Str
ap
.
Pu
ll-O
ff
Gra
de
Pu
ll-O
ff T
ype
Pu
ll-O
ff S
ize
100
.00
0
A5
72
-50
(50
ksi
)
Soli
d R
ound
No
A3
6
(36
ksi
)
Dou
ble
An
gle
2
L3
x2
x1
/4x3
/8
180
.00
0
A5
72
-50
(50
ksi
)
Soli
d R
ound
No
A3
6
(36
ksi
)
Dou
ble
An
gle
2
L3
x2
x1
/4x3
/8
221
.00
0
A5
72
-50
(50
ksi
)
Soli
d R
ound
No
A5
72
-50
(50
ksi
)
Equ
al A
ngle
L
3x3
x1
/4
280
.00
0
A5
72
-50
(50
ksi
)
Soli
d R
ound
No
A3
6
(36
ksi
)
Dou
ble
An
gle
2
L3
x2
x1
/4x3
/8
280
.00
0
A5
72
-50
(50
ksi
)
Soli
d R
ound
A
36
(36
ksi
)
Dou
ble
An
gle
Gu
y D
ata
(co
nt’d
)
Gu
y
Ele
vati
on
ft
Cab
le
Weig
ht
A
K
Cab
le
Weig
ht
B
K
Cab
le
Weig
ht
C
K
Cab
le
Weig
ht
D
K
To
wer
Inte
rcep
t
A
ft
To
wer
Inte
rcep
t
B
ft
To
wer
Inte
rcep
t
C
ft
To
wer
Inte
rcep
t
D
ft
100
0.2
97
0.2
97
0.2
97
6
.491
4.4
sec
/pu
lse
6.4
91
4.4
sec
/pu
lse
6.4
91
4.4
sec
/pu
lse
180
0.4
70
0.4
70
0.4
70
8
.630
5.1
sec
/pu
lse
8.6
30
5.1
sec
/pu
lse
8.6
30
5.1
sec
/pu
lse
221
0.2
63
0.2
63
0.2
63
9
.858
5.4
sec
/pu
lse
9.8
58
5.4
sec
/pu
lse
9.8
58
5.4
sec
/pu
lse
280
0.4
22
0.4
22
0.4
22
1
2.8
95
6.2
sec
/pu
lse
12.8
95
6.2
sec
/pu
lse
12.8
95
6.2
sec
/pu
lse
280
0.4
23
0.4
23
0.4
23
1
2.9
67
6.2
sec
/pu
lse
12.9
67
6.2
sec
/pu
lse
12.9
67
6.2
sec
/pu
lse
Gu
y D
ata
(co
nt’d
)
T
orq
ue
Arm
P
ull
Off
D
iag
ona
l
Gu
y
Ele
vati
on
ft
Calc
K
Sin
gle
Ang
les
Calc
K
Soli
d
Rou
nd
s
Kx
Ky
Kx
Ky
Kx
Ky
100
No
No
1
1
1
1
180
No
No
1
1
1
1
221
No
No
1
1
1
1
280
No
No
0.5
0
.5
1
1
1
1
280
No
No
1
1
1
1
Gu
y D
ata
(co
nt’d
)
T
orq
ue-A
rm
Pu
ll O
ff
Dia
gona
l
Gu
y
Ele
vati
on
ft
Bo
lt S
ize
in
Nu
mb
er
Net
Wid
th
Dedu
ct
in
U
Bo
lt S
ize
in
Nu
mb
er
Net
Wid
th
Dedu
ct
in
U
Bo
lt S
ize
in
Nu
mb
er
Net
Wid
th
Dedu
ct
in
U
100
0.6
25
A3
25
N
0
0.0
00
0.7
5
0.7
50
A3
25
N
2
0.0
00
0.7
5
0.6
25
A3
25
N
0
0.0
00
0.7
5
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 23: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/23.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
13 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
T
orq
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rm
Pu
ll O
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Dia
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Gu
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Ele
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ft
Bo
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in
Nu
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Net
Wid
th
Dedu
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in
U
Bo
lt S
ize
in
Nu
mb
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Net
Wid
th
Dedu
ct
in
U
Bo
lt S
ize
in
Nu
mb
er
Net
Wid
th
Dedu
ct
in
U
180
0.6
25
A3
25
N
0
0.0
00
0.7
5
0.7
50
A3
25
N
2
0.0
00
0.7
5
0.6
25
A3
25
N
0
0.0
00
0.7
5
221
0.6
25
A3
25
N
0
0.0
00
0.7
5
0.8
75
A3
25
X
1
0.0
00
0.7
5
0.6
25
A3
25
N
0
0.0
00
0.7
5
280
0.8
75
A3
25
N
2
0.0
00
1
0.6
25
A3
25
N
2
0.0
00
0.7
5
0.6
25
A3
25
N
0
0.0
00
0.7
5
280
0.6
25
A3
25
N
0
0.0
00
0.7
5
0.0
00
A3
25
N
2
0.0
00
0.7
5
0.6
25
A3
25
N
0
0.0
00
0.7
5
Gu
y P
res
su
res
Gu
y
Ele
vati
on
ft
Gu
y
Lo
cati
on
z ft
qz
ksf
qz
Ice
ksf
Ice
Th
ickn
ess
in
100
A
B
C
50.0
00
50.0
00
50.0
00
0.0
32
0.0
32
0.0
32
180
A
B
C
90.0
00
90.0
00
90.0
00
0.0
38
0.0
38
0.0
38
221
A
B
C
110
.50
0
110
.50
0
110
.50
0
0.0
40
0.0
40
0.0
40
280
A
B
C
140
.00
0
140
.00
0
140
.00
0
0.0
43
0.0
43
0.0
43
280
A
B
C
140
.00
0
140
.00
0
140
.00
0
0.0
43
0.0
43
0.0
43
G
uy-M
ast
Fo
rces (
Ex
clu
din
g W
ind
) -
No
Ice
Gu
y
Ele
vati
on
ft
Gu
y
Lo
cati
on
Cho
rd
Ang
le
°
Gu
y T
en
sion
To
p
Bo
tto
m
K
Fx K
Fy K
Fz K
Mx
kip
-ft
My
kip
-ft
Mz
kip
-ft
100
A
22.8
69
5.9
45
5.8
30
0.0
00
2.4
36
-5.4
23
-7.0
92
0.0
00
0.0
00
B
2
2.8
69
5.9
45
5.8
30
4.6
97
2.4
36
2.7
12
3.5
46
0.0
00
-6.1
42
C
2
2.8
69
5.9
45
5.8
30
-4.6
97
2.4
36
2.7
12
3.5
46
-0.0
00
6.1
42
S
um
: 0
.000
7.3
09
0.0
00
0.0
00
0.0
00
0.0
00
180
A
37.2
06
8.2
54
7.9
70
0.0
00
5.1
40
-6.4
59
-14
.96
1
0.0
00
0.0
00
B
3
7.2
06
8.2
54
7.9
70
5.5
93
5.1
40
3.2
29
7.4
81
0.0
00
-12
.95
7
C
3
7.2
06
8.2
54
7.9
70
-5.5
93
5.1
40
3.2
29
7.4
81
-0.0
00
12.9
57
S
um
: 0
.000
15.4
20
0.0
00
0.0
00
0.0
00
0.0
00
221
A
42.9
88
4.4
19
0.0
00
3.0
84
-3.1
66
-8.9
76
0.0
00
0.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 24: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/24.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
14 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Gu
y
Ele
vati
on
ft
Gu
y
Lo
cati
on
Cho
rd
Ang
le
°
Gu
y T
en
sion
To
p
Bo
tto
m
K
Fx K
Fy K
Fz K
Mx
kip
-ft
My
kip
-ft
Mz
kip
-ft
4.2
40
B
4
2.9
88
4.4
19
4.2
40
2.7
42
3.0
84
1.5
83
4.4
88
0.0
00
-7.7
73
C
4
2.9
88
4.4
19
4.2
40
-2.7
42
3.0
84
1.5
83
4.4
88
-0.0
00
7.7
73
S
um
: 0
.000
9.2
51
0.0
00
0.0
00
0.0
00
0.0
00
280
A
49.9
32
6.1
53
5.8
30
-0.1
31
4.7
96
-3.8
53
-22
.15
1
31.4
26
-38
.36
7
A
4
9.9
32
6.1
53
5.8
30
0.1
31
4.7
96
-3.8
53
-22
.15
1
-31
.42
6
38.3
67
B
4
9.9
32
6.1
53
5.8
30
3.4
02
4.7
96
1.8
13
44.3
03
31.4
26
0.0
00
B
4
9.9
32
6.1
53
5.8
30
3.2
71
4.7
96
2.0
40
-22
.15
1
-31
.42
6
-38
.36
7
C
4
9.9
32
6.1
53
5.8
30
-3.2
71
4.7
96
2.0
40
-22
.15
1
31.4
26
38.3
67
C
4
9.9
32
6.1
53
5.8
30
-3.4
02
4.7
96
1.8
13
44.3
03
-31
.42
6
0.0
00
S
um
: 0
.000
28.7
75
0.0
00
-0.0
00
0.0
00
0.0
00
280
A
49.7
44
6.1
53
5.8
30
0.0
00
4.7
84
-3.8
70
-13
.92
5
0.0
00
0.0
00
B
4
9.7
44
6.1
53
5.8
30
3.3
51
4.7
84
1.9
35
6.9
62
0.0
00
-12
.05
9
C
4
9.7
44
6.1
53
5.8
30
-3.3
51
4.7
84
1.9
35
6.9
62
-0.0
00
12.0
59
S
um
: 0
.000
14.3
51
0.0
00
0.0
00
0.0
00
0.0
00
G
uy-M
ast
Fo
rces (
Ex
clu
din
g W
ind
) -
Serv
ice
Gu
y
Ele
vati
on
ft
Gu
y
Lo
cati
on
Cho
rd
Ang
le
°
Gu
y T
en
sion
To
p
Bo
tto
m
K
Fx K
Fy K
Fz K
Mx
kip
-ft
My
kip
-ft
Mz
kip
-ft
100
A
22.8
69
5.9
45
5.8
30
0.0
00
2.4
36
-5.4
23
-7.0
92
0.0
00
0.0
00
B
2
2.8
69
5.9
45
5.8
30
4.6
97
2.4
36
2.7
12
3.5
46
0.0
00
-6.1
42
C
2
2.8
69
5.9
45
5.8
30
-4.6
97
2.4
36
2.7
12
3.5
46
-0.0
00
6.1
42
S
um
: 0
.000
7.3
09
0.0
00
0.0
00
0.0
00
0.0
00
180
A
37.2
06
8.2
54
7.9
70
0.0
00
5.1
40
-6.4
59
-14
.96
1
0.0
00
0.0
00
B
3
7.2
06
8.2
54
7.9
70
5.5
93
5.1
40
3.2
29
7.4
81
0.0
00
-12
.95
7
C
3
7.2
06
8.2
54
7.9
70
-5.5
93
5.1
40
3.2
29
7.4
81
-0.0
00
12.9
57
S
um
: 0
.000
15.4
20
0.0
00
0.0
00
0.0
00
0.0
00
221
A
42.9
88
4.4
19
4.2
40
0.0
00
3.0
84
-3.1
66
-8.9
76
0.0
00
0.0
00
B
4
2.9
88
4.4
19
4.2
40
2.7
42
3.0
84
1.5
83
4.4
88
0.0
00
-7.7
73
C
4
2.9
88
4.4
19
4.2
40
-2.7
42
3.0
84
1.5
83
4.4
88
-0.0
00
7.7
73
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 25: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/25.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
15 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Gu
y
Ele
vati
on
ft
Gu
y
Lo
cati
on
Cho
rd
Ang
le
°
Gu
y T
en
sion
To
p
Bo
tto
m
K
Fx K
Fy K
Fz K
Mx
kip
-ft
My
kip
-ft
Mz
kip
-ft
S
um
: 0
.000
9.2
51
0.0
00
0.0
00
0.0
00
0.0
00
280
A
49.9
32
6.1
53
5.8
30
-0.1
31
4.7
96
-3.8
53
-22
.15
1
31.4
26
-38
.36
7
A
4
9.9
32
6.1
53
5.8
30
0.1
31
4.7
96
-3.8
53
-22
.15
1
-31
.42
6
38.3
67
B
4
9.9
32
6.1
53
5.8
30
3.4
02
4.7
96
1.8
13
44.3
03
31.4
26
0.0
00
B
4
9.9
32
6.1
53
5.8
30
3.2
71
4.7
96
2.0
40
-22
.15
1
-31
.42
6
-38
.36
7
C
4
9.9
32
6.1
53
5.8
30
-3.2
71
4.7
96
2.0
40
-22
.15
1
31.4
26
38.3
67
C
4
9.9
32
6.1
53
5.8
30
-3.4
02
4.7
96
1.8
13
44.3
03
-31
.42
6
0.0
00
S
um
: 0
.000
28.7
75
0.0
00
-0.0
00
0.0
00
0.0
00
280
A
49.7
44
6.1
53
5.8
30
0.0
00
4.7
84
-3.8
70
-13
.92
5
0.0
00
0.0
00
B
4
9.7
44
6.1
53
5.8
30
3.3
51
4.7
84
1.9
35
6.9
62
0.0
00
-12
.05
9
C
4
9.7
44
6.1
53
5.8
30
-3.3
51
4.7
84
1.9
35
6.9
62
-0.0
00
12.0
59
S
um
: 0
.000
14.3
51
0.0
00
0.0
00
0.0
00
0.0
00
Fe
ed
Lin
e/L
ine
ar
Ap
pu
rte
na
nc
es
- E
nte
red
As
Ro
un
d O
r F
lat
Desc
rip
tio
n
Fa
ce
or
Leg
All
ow
Shie
ld
Co
mp
on
ent
Typ
e
Pla
cem
ent
ft
Fa
ce
Off
set
in
La
tera
l
Off
set
(Fra
c F
W)
#
#
Per
Ro
w
Cle
ar
Spa
cin
g
in
Wid
th o
r
Dia
met
er
in
Peri
met
er
in
Weig
ht
klf
5/8
'' S
tep
Bolt
s A
N
o
Ar
(CaA
a)
300
.00
0 -
8.0
00
0.0
00
0.5
1
1
1.0
00
0.4
17
0
.001
Saf
ety L
ine
3/8
A
No
Ar
(CaA
a)
300
.00
0 -
8.0
00
0.0
00
0.5
1
1
0.5
00
0.3
75
0
.000
****
***
***
**
*
AL
7-5
0(1
5/8
'')
A
No
Ar
(CaA
a)
230
.00
0 -
8.0
00
0.0
00
0
6
3
0.5
00
1.9
60
0
.001
****
***
***
**
*
WR
-VG
86
ST
-
BR
D(3
/4'')
B
No
Ar
(CaA
a)
300
.00
0 -
8.0
00
0.0
00
0.2
2
1
0.5
00
0.7
95
0
.001
LD
F2
-50
(3/8
'')
B
No
Ar
(CaA
a)
300
.00
0 -
8.0
00
0.0
00
0.2
3
2
1
0.5
00
0.4
40
0
.000
LD
F1
2-5
0(
2-1
/4'')
B
No
Ar
(CaA
a)
300
.00
0 -
8.0
00
0.0
00
0
12
8
0.5
00
2.3
50
0
.001
****
***
***
**
*
1/2
'' L
igh
tin
g
Cab
le
B
No
Ar
(CaA
a)
151
.00
0 -
2.0
00
0.0
00
0.4
2
2
0.5
00
0.8
96
0
.001
1/2
'' L
igh
tin
g
Cab
le
B
No
Ar
(CaA
a)
300
.00
0 -
151
.000
0.0
00
0.4
1
1
0.5
00
0.8
96
0
.001
****
***
***
**
*
AL
7-5
0(1
5/8
'')
C
No
Ar
(CaA
a)
230
.00
0 -
8.0
00
0.0
00
0.2
5
8
4
0.5
00
1.9
60
0
.001
AL
7-5
0(1
5/8
'')
C
No
Ar
(CaA
a)
244
.00
0 -
8.0
00
0.0
00
0
2
2
0.5
00
1.9
60
0
.001
AL
7-5
0(1
C
N
o
Ar
(CaA
a)
244
.00
0 -
8.0
00
0.0
00
-0.1
2
2
0.5
00
1.9
60
0
.001
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 26: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/26.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
16 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
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y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Desc
rip
tio
n
Fa
ce
or
Leg
All
ow
Shie
ld
Co
mp
on
ent
Typ
e
Pla
cem
ent
ft
Fa
ce
Off
set
in
La
tera
l
Off
set
(Fra
c F
W)
#
#
Per
Ro
w
Cle
ar
Spa
cin
g
in
Wid
th o
r
Dia
met
er
in
Peri
met
er
in
Weig
ht
klf
5/8
'')
AL
7-5
0(1
5/8
'')
C
No
Ar
(CaA
a)
244
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0 -
8.0
00
0.0
00
-0.2
2
2
0.5
00
1.9
60
0
.001
****
***
***
**
*
Wav
egu
ide
Bra
cket
(2-1
/2''x
1/8
''x3
0'')
A
No
Af
(CaA
a)
268
.00
0 -
8.0
00
0.0
00
0
1
1
1.0
00
1.8
75
0
.001
Wav
egu
ide
Bra
cket
(2-1
/2''x
1/8
''x3
0'')
B
No
Af
(CaA
a)
300
.00
0 -
8.0
00
0.0
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0
1
1
1.0
00
0.9
00
0
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Wav
egu
ide
Bra
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(2-1
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1/8
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0'')
C
No
Af
(CaA
a)
244
.00
0 -
8.0
00
0.0
00
0
1
1
1.0
00
1.8
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0
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****
***
***
**
*
Fe
ed
Lin
e/L
ine
ar
Ap
pu
rte
na
nc
es
- E
nte
red
As
Are
a
Desc
rip
tio
n
Fa
ce
or
Leg
All
ow
Shie
ld
Co
mp
on
ent
Typ
e
Pla
cem
ent
ft
To
tal
Nu
mb
er
C
AA
A
ft2/f
t
Weig
ht
klf
****
***
***
***
Fe
ed
Lin
e/L
ine
ar
Ap
pu
rte
na
nc
es
Se
cti
on
Are
as
T
ow
er
Sect
ion
To
wer
Ele
vati
on
ft
Fa
ce
AR
ft2
AF
ft2
CAA
A
In F
ace
ft2
CAA
A
Ou
t F
ace
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Weig
ht
K
T1
3
00
.00
0-2
80
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
1.5
83
66.1
32
0.0
00
0.0
00
0.0
00
0.0
00
0.0
24
0.3
51
0.0
00
T2
2
80
.00
0-2
60
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
4.0
83
66.1
32
0.0
00
0.0
00
0.0
00
0.0
00
0.0
31
0.3
51
0.0
00
T3
2
60
.00
0-2
56
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
1.5
67
13.2
26
0.0
00
0.0
00
0.0
00
0.0
00
0.0
08
0.0
70
0.0
00
T4
2
56
.00
0-2
40
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
6.2
67
52.9
06
5.9
54
0.0
00
0.0
00
0.0
00
0.0
32
0.2
81
0.0
16
T5
2
40
.00
0-2
36
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
1.5
67
13.2
26
5.9
54
0.0
00
0.0
00
0.0
00
0.0
08
0.0
70
0.0
16
T6
2
36
.00
0-2
32
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
1.5
67
13.2
26
5.9
54
0.0
00
0.0
00
0.0
00
0.0
08
0.0
70
0.0
16
T7
2
32
.00
0-2
28
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
3.9
19
13.2
26
9.0
90
0.0
00
0.0
00
0.0
00
0.0
14
0.0
70
0.0
24
T8
2
28
.00
0-2
24
.00
0
A
0.0
00
0.0
00
6.2
71
0.0
00
0.0
21
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 27: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/27.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
17 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
To
wer
Ele
vati
on
ft
Fa
ce
AR
ft2
AF
ft2
CAA
A
In F
ace
ft2
CAA
A
Ou
t F
ace
ft2
Weig
ht
K
B
C
0.0
00
0.0
00
0.0
00
0.0
00
13.2
26
12.2
26
0.0
00
0.0
00
0.0
70
0.0
32
T9
2
24
.00
0-2
20
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
6.2
71
13.2
26
12.2
26
0.0
00
0.0
00
0.0
00
0.0
21
0.0
70
0.0
32
T1
0
220
.00
0-2
00
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
66.1
32
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
51
0.1
62
T1
1
200
.00
0-1
80
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
66.1
32
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
51
0.1
62
T1
2
180
.00
0-1
60
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
66.1
32
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
51
0.1
62
T1
3
160
.00
0-1
40
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.1
18
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
60
0.1
62
T1
4
140
.00
0-1
20
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T1
5
120
.00
0-1
00
.00
0
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T1
6
100
.00
0-8
0.0
00
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T1
7
80.0
00
-60
.000
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T1
8
60.0
00
-40
.000
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T1
9
40.0
00
-20
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A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
31.3
53
67.9
24
61.1
30
0.0
00
0.0
00
0.0
00
0.1
03
0.3
67
0.1
62
T2
0
20.0
00
-8.2
71
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
18.3
87
39.8
35
35.8
50
0.0
00
0.0
00
0.0
00
0.0
60
0.2
15
0.0
95
T2
1
8.2
71
-0.0
00
A
B
C
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.0
00
0.4
25
1.9
95
0.8
28
0.0
00
0.0
00
0.0
00
0.0
01
0.0
15
0.0
02
F
ee
d L
ine C
en
ter
of
Pre
ss
ure
Sec
tion
Ele
vati
on
ft
CP
X
in
CP
Z
in
CP
X
Ice
in
CP
Z
Ice
in
T1
3
00
.00
0-2
80
.00
0
3.1
72
-1.6
51
3.2
54
-1.6
99
T2
2
80
.00
0-2
60
.00
0
2.7
97
-1.5
59
2.8
08
-1.6
39
T3
2
60
.00
0-2
56
.00
0
2.7
74
-1.7
15
2.6
87
-1.8
55
T4
2
56
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0-2
40
.00
0
2.5
43
-1.2
13
2.4
66
-1.2
95
T5
2
40
.00
0-2
36
.00
0
2.3
16
-0.2
38
2.2
52
-0.2
01
T6
2
36
.00
0-2
32
.00
0
2.3
16
-0.2
38
2.2
52
-0.2
01
T7
2
32
.00
0-2
28
.00
0
1.4
07
0.0
35
1.3
54
0.0
66
T8
2
28
.00
0-2
24
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0
0.7
58
0.2
37
0.7
11
0.2
64
T9
2
24
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0-2
20
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0
0.7
48
0.2
34
0.7
01
0.2
61
T1
0
220
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0-2
00
.00
0
0.7
94
0.2
48
0.7
45
0.2
77
T1
1
200
.00
0-1
80
.00
0
0.7
87
0.2
46
0.7
38
0.2
74
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 28: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/28.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
18 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sec
tion
Ele
vati
on
ft
CP
X
in
CP
Z
in
CP
X
Ice
in
CP
Z
Ice
in
T1
2
180
.00
0-1
60
.00
0
0.7
80
0.2
44
0.7
32
0.2
72
T1
3
160
.00
0-1
40
.00
0
0.8
29
0.2
64
0.7
80
0.2
93
T1
4
140
.00
0-1
20
.00
0
0.8
58
0.2
77
0.8
09
0.3
05
T1
5
120
.00
0-1
00
.00
0
0.8
58
0.2
77
0.8
09
0.3
05
T1
6
100
.00
0-8
0.0
00
0.8
43
0.2
72
0.7
95
0.3
00
T1
7
80.0
00
-60
.000
0.8
48
0.2
74
0.7
99
0.3
02
T1
8
60.0
00
-40
.000
0.8
48
0.2
74
0.7
99
0.3
02
T1
9
40.0
00
-20
.000
0.8
48
0.2
74
0.7
99
0.3
02
T2
0
20.0
00
-8.2
71
0.8
47
0.2
74
0.7
99
0.3
02
T2
1
8.2
71
-0.0
00
0.0
44
0.0
17
0.0
35
0.0
23
Sh
ield
ing
Fa
cto
r K
a
To
wer
Sect
ion
Feed
Lin
e
Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T1
1
5/8
" S
tep B
olt
s 2
80
.00
-
300
.00
0.6
000
0.6
000
T1
2
Saf
ety L
ine
3/8
2
80
.00
-
300
.00
0.6
000
0.6
000
T1
7
WR
-VG
86
ST
-BR
D(3
/4")
2
80
.00
-
300
.00
0.6
000
0.6
000
T1
8
LD
F2
-50
(3/8
")
280
.00
-
300
.00
0.6
000
0.6
000
T1
1
0
LD
F1
2-5
0(
2-1
/4")
2
80
.00
-
300
.00
0.6
000
0.6
000
T1
1
7
1/2
" L
igh
tin
g C
able
2
80
.00
-
300
.00
0.6
000
0.6
000
T1
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
280
.00
-
300
.00
0.6
000
0.6
000
T2
1
5/8
" S
tep B
olt
s 2
60
.00
-
280
.00
0.6
000
0.6
000
T2
2
Saf
ety L
ine
3/8
2
60
.00
-
280
.00
0.6
000
0.6
000
T2
7
WR
-VG
86
ST
-BR
D(3
/4")
2
60
.00
-
280
.00
0.6
000
0.6
000
T2
8
LD
F2
-50
(3/8
")
260
.00
-
280
.00
0.6
000
0.6
000
T2
1
0
LD
F1
2-5
0(
2-1
/4")
2
60
.00
-
280
.00
0.6
000
0.6
000
T2
1
7
1/2
" L
igh
tin
g C
able
2
60
.00
-
280
.00
0.6
000
0.6
000
T2
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
260
.00
-
268
.00
0.6
000
0.6
000
T2
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
260
.00
-
280
.00
0.6
000
0.6
000
T3
1
5/8
" S
tep B
olt
s 2
56
.00
-
260
.00
0.6
000
0.6
000
T3
2
Saf
ety L
ine
3/8
2
56
.00
-
260
.00
0.6
000
0.6
000
T3
7
WR
-VG
86
ST
-BR
D(3
/4")
2
56
.00
-
260
.00
0.6
000
0.6
000
T3
8
LD
F2
-50
(3/8
")
256
.00
-
260
.00
0.6
000
0.6
000
T3
1
0
LD
F1
2-5
0(
2-1
/4")
2
56
.00
-
260
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 29: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/29.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
19 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
Feed
Lin
e
Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T3
1
7
1/2
" L
igh
tin
g C
able
2
56
.00
-
260
.00
0.6
000
0.6
000
T3
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
256
.00
-
260
.00
0.6
000
0.6
000
T3
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
256
.00
-
260
.00
0.6
000
0.6
000
T4
1
5/8
" S
tep B
olt
s 2
40
.00
-
256
.00
0.6
000
0.6
000
T4
2
Saf
ety L
ine
3/8
2
40
.00
-
256
.00
0.6
000
0.6
000
T4
7
WR
-VG
86
ST
-BR
D(3
/4")
2
40
.00
-
256
.00
0.6
000
0.6
000
T4
8
LD
F2
-50
(3/8
")
240
.00
-
256
.00
0.6
000
0.6
000
T4
1
0
LD
F1
2-5
0(
2-1
/4")
2
40
.00
-
256
.00
0.6
000
0.6
000
T4
1
7
1/2
" L
igh
tin
g C
able
2
40
.00
-
256
.00
0.6
000
0.6
000
T4
2
1
AL
7-5
0(1
5/8
")
240
.00
-
244
.00
0.6
000
0.6
000
T4
2
2
AL
7-5
0(1
5/8
")
240
.00
-
244
.00
0.6
000
0.6
000
T4
2
3
AL
7-5
0(1
5/8
")
240
.00
-
244
.00
0.6
000
0.6
000
T4
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
240
.00
-
256
.00
0.6
000
0.6
000
T4
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
240
.00
-
256
.00
0.6
000
0.6
000
T4
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
240
.00
-
244
.00
0.6
000
0.6
000
T5
1
5/8
" S
tep B
olt
s 2
36
.00
-
240
.00
0.6
000
0.6
000
T5
2
Saf
ety L
ine
3/8
2
36
.00
-
240
.00
0.6
000
0.6
000
T5
7
WR
-VG
86
ST
-BR
D(3
/4")
2
36
.00
-
240
.00
0.6
000
0.6
000
T5
8
LD
F2
-50
(3/8
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
1
0
LD
F1
2-5
0(
2-1
/4")
2
36
.00
-
240
.00
0.6
000
0.6
000
T5
1
7
1/2
" L
igh
tin
g C
able
2
36
.00
-
240
.00
0.6
000
0.6
000
T5
2
1
AL
7-5
0(1
5/8
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
2
2
AL
7-5
0(1
5/8
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
2
3
AL
7-5
0(1
5/8
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
236
.00
-
240
.00
0.6
000
0.6
000
T5
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
236
.00
-
240
.00
0.6
000
0.6
000
T6
1
5/8
" S
tep B
olt
s 2
32
.00
-
236
.00
0.6
000
0.6
000
T6
2
Saf
ety L
ine
3/8
2
32
.00
-
236
.00
0.6
000
0.6
000
T6
7
WR
-VG
86
ST
-BR
D(3
/4")
2
32
.00
-
236
.00
0.6
000
0.6
000
T6
8
LD
F2
-50
(3/8
")
232
.00
-
236
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 30: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/30.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
20 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
Feed
Lin
e
Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T6
1
0
LD
F1
2-5
0(
2-1
/4")
2
32
.00
-
236
.00
0.6
000
0.6
000
T6
1
7
1/2
" L
igh
tin
g C
able
2
32
.00
-
236
.00
0.6
000
0.6
000
T6
2
1
AL
7-5
0(1
5/8
")
232
.00
-
236
.00
0.6
000
0.6
000
T6
2
2
AL
7-5
0(1
5/8
")
232
.00
-
236
.00
0.6
000
0.6
000
T6
2
3
AL
7-5
0(1
5/8
")
232
.00
-
236
.00
0.6
000
0.6
000
T6
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
232
.00
-
236
.00
0.6
000
0.6
000
T6
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
232
.00
-
236
.00
0.6
000
0.6
000
T6
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
232
.00
-
236
.00
0.6
000
0.6
000
T7
1
5/8
" S
tep B
olt
s 2
28
.00
-
232
.00
0.6
000
0.6
000
T7
2
Saf
ety L
ine
3/8
2
28
.00
-
232
.00
0.6
000
0.6
000
T7
4
AL
7-5
0(1
5/8
")
228
.00
-
230
.00
0.6
000
0.6
000
T7
7
WR
-VG
86
ST
-BR
D(3
/4")
2
28
.00
-
232
.00
0.6
000
0.6
000
T7
8
LD
F2
-50
(3/8
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
1
0
LD
F1
2-5
0(
2-1
/4")
2
28
.00
-
232
.00
0.6
000
0.6
000
T7
1
7
1/2
" L
igh
tin
g C
able
2
28
.00
-
232
.00
0.6
000
0.6
000
T7
1
9
AL
7-5
0(1
5/8
")
228
.00
-
230
.00
0.6
000
0.6
000
T7
2
1
AL
7-5
0(1
5/8
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
2
2
AL
7-5
0(1
5/8
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
2
3
AL
7-5
0(1
5/8
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
228
.00
-
232
.00
0.6
000
0.6
000
T7
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
228
.00
-
232
.00
0.6
000
0.6
000
T8
1
5/8
" S
tep B
olt
s 2
24
.00
-
228
.00
0.6
000
0.6
000
T8
2
Saf
ety L
ine
3/8
2
24
.00
-
228
.00
0.6
000
0.6
000
T8
4
AL
7-5
0(1
5/8
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
7
WR
-VG
86
ST
-BR
D(3
/4")
2
24
.00
-
228
.00
0.6
000
0.6
000
T8
8
LD
F2
-50
(3/8
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
1
0
LD
F1
2-5
0(
2-1
/4")
2
24
.00
-
228
.00
0.6
000
0.6
000
T8
1
7
1/2
" L
igh
tin
g C
able
2
24
.00
-
228
.00
0.6
000
0.6
000
T8
1
9
AL
7-5
0(1
5/8
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
2
1
AL
7-5
0(1
5/8
")
224
.00
-
228
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 31: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/31.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
21 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
Feed
Lin
e
Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T8
2
2
AL
7-5
0(1
5/8
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
2
3
AL
7-5
0(1
5/8
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
224
.00
-
228
.00
0.6
000
0.6
000
T8
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
224
.00
-
228
.00
0.6
000
0.6
000
T9
1
5/8
" S
tep B
olt
s 2
20
.00
-
224
.00
0.6
000
0.6
000
T9
2
Saf
ety L
ine
3/8
2
20
.00
-
224
.00
0.6
000
0.6
000
T9
4
AL
7-5
0(1
5/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
7
WR
-VG
86
ST
-BR
D(3
/4")
2
20
.00
-
224
.00
0.6
000
0.6
000
T9
8
LD
F2
-50
(3/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
1
0
LD
F1
2-5
0(
2-1
/4")
2
20
.00
-
224
.00
0.6
000
0.6
000
T9
1
7
1/2
" L
igh
tin
g C
able
2
20
.00
-
224
.00
0.6
000
0.6
000
T9
1
9
AL
7-5
0(1
5/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
1
AL
7-5
0(1
5/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
2
AL
7-5
0(1
5/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
3
AL
7-5
0(1
5/8
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
5
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
6
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
220
.00
-
224
.00
0.6
000
0.6
000
T9
2
7
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
220
.00
-
224
.00
0.6
000
0.6
000
T1
0
1
5/8
" S
tep B
olt
s 2
00
.00
-
220
.00
0.6
000
0.6
000
T1
0
2
Saf
ety L
ine
3/8
2
00
.00
-
220
.00
0.6
000
0.6
000
T1
0
4
AL
7-5
0(1
5/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
7
WR
-VG
86
ST
-BR
D(3
/4")
2
00
.00
-
220
.00
0.6
000
0.6
000
T1
0
8
LD
F2
-50
(3/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
10
LD
F1
2-5
0(
2-1
/4")
2
00
.00
-
220
.00
0.6
000
0.6
000
T1
0
17
1/2
" L
igh
tin
g C
able
2
00
.00
-
220
.00
0.6
000
0.6
000
T1
0
19
AL
7-5
0(1
5/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
21
AL
7-5
0(1
5/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
22
AL
7-5
0(1
5/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
23
AL
7-5
0(1
5/8
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
200
.00
-
220
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 32: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/32.jpg)
tt nnxx
TToo
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Jo
b
Mulb
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18
Pag
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22 o
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Ja
cob
s E
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rin
g G
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p,
Inc.
5449
Bell
s F
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oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
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FA
X:
770
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Cli
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astle
D
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ned
by
scotta
To
wer
Sect
ion
Feed
Lin
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Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T1
0
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
0
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
200
.00
-
220
.00
0.6
000
0.6
000
T1
1
1
5/8
" S
tep B
olt
s 1
80
.00
-
200
.00
0.6
000
0.6
000
T1
1
2
Saf
ety L
ine
3/8
1
80
.00
-
200
.00
0.6
000
0.6
000
T1
1
4
AL
7-5
0(1
5/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
7
WR
-VG
86
ST
-BR
D(3
/4")
1
80
.00
-
200
.00
0.6
000
0.6
000
T1
1
8
LD
F2
-50
(3/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
10
LD
F1
2-5
0(
2-1
/4")
1
80
.00
-
200
.00
0.6
000
0.6
000
T1
1
17
1/2
" L
igh
tin
g C
able
1
80
.00
-
200
.00
0.6
000
0.6
000
T1
1
19
AL
7-5
0(1
5/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
21
AL
7-5
0(1
5/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
22
AL
7-5
0(1
5/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
23
AL
7-5
0(1
5/8
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
1
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
180
.00
-
200
.00
0.6
000
0.6
000
T1
2
1
5/8
" S
tep B
olt
s 1
60
.00
-
180
.00
0.6
000
0.6
000
T1
2
2
Saf
ety L
ine
3/8
1
60
.00
-
180
.00
0.6
000
0.6
000
T1
2
4
AL
7-5
0(1
5/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
7
WR
-VG
86
ST
-BR
D(3
/4")
1
60
.00
-
180
.00
0.6
000
0.6
000
T1
2
8
LD
F2
-50
(3/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
10
LD
F1
2-5
0(
2-1
/4")
1
60
.00
-
180
.00
0.6
000
0.6
000
T1
2
17
1/2
" L
igh
tin
g C
able
1
60
.00
-
180
.00
0.6
000
0.6
000
T1
2
19
AL
7-5
0(1
5/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
21
AL
7-5
0(1
5/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
22
AL
7-5
0(1
5/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
23
AL
7-5
0(1
5/8
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
2
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
160
.00
-
180
.00
0.6
000
0.6
000
T1
3
1
5/8
" S
tep B
olt
s 1
40
.00
-
160
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 33: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/33.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
23 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
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1
Cli
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Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
Feed
Lin
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Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
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Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T1
3
2
Saf
ety L
ine
3/8
1
40
.00
-
160
.00
0.6
000
0.6
000
T1
3
4
AL
7-5
0(1
5/8
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140
.00
-
160
.00
0.6
000
0.6
000
T1
3
7
WR
-VG
86
ST
-BR
D(3
/4")
1
40
.00
-
160
.00
0.6
000
0.6
000
T1
3
8
LD
F2
-50
(3/8
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
10
LD
F1
2-5
0(
2-1
/4")
1
40
.00
-
160
.00
0.6
000
0.6
000
T1
3
16
1/2
" L
igh
tin
g C
able
1
40
.00
-
151
.00
0.6
000
0.6
000
T1
3
17
1/2
" L
igh
tin
g C
able
1
51
.00
-
160
.00
0.6
000
0.6
000
T1
3
19
AL
7-5
0(1
5/8
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
21
AL
7-5
0(1
5/8
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
22
AL
7-5
0(1
5/8
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
23
AL
7-5
0(1
5/8
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
3
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
140
.00
-
160
.00
0.6
000
0.6
000
T1
4
1
5/8
" S
tep B
olt
s 1
20
.00
-
140
.00
0.6
000
0.6
000
T1
4
2
Saf
ety L
ine
3/8
1
20
.00
-
140
.00
0.6
000
0.6
000
T1
4
4
AL
7-5
0(1
5/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
7
WR
-VG
86
ST
-BR
D(3
/4")
1
20
.00
-
140
.00
0.6
000
0.6
000
T1
4
8
LD
F2
-50
(3/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
10
LD
F1
2-5
0(
2-1
/4")
1
20
.00
-
140
.00
0.6
000
0.6
000
T1
4
16
1/2
" L
igh
tin
g C
able
1
20
.00
-
140
.00
0.6
000
0.6
000
T1
4
19
AL
7-5
0(1
5/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
21
AL
7-5
0(1
5/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
22
AL
7-5
0(1
5/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
23
AL
7-5
0(1
5/8
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
4
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
120
.00
-
140
.00
0.6
000
0.6
000
T1
5
1
5/8
" S
tep B
olt
s 1
00
.00
-
120
.00
0.6
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0.6
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T1
5
2
Saf
ety L
ine
3/8
1
00
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-
120
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0.6
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0.6
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T1
5
4
AL
7-5
0(1
5/8
")
100
.00
-
120
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 34: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/34.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
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18
Pag
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24 o
f 58
Ja
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s E
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rin
g G
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p,
Inc.
5449
Bell
s F
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oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
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FA
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Cli
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To
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Sect
ion
Feed
Lin
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Desc
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Ice
T1
5
7
WR
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ST
-BR
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1
00
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-
120
.00
0.6
000
0.6
000
T1
5
8
LD
F2
-50
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100
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-
120
.00
0.6
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0.6
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T1
5
10
LD
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2-5
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/4")
1
00
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-
120
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0.6
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0.6
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5
16
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" L
igh
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g C
able
1
00
.00
-
120
.00
0.6
000
0.6
000
T1
5
19
AL
7-5
0(1
5/8
")
100
.00
-
120
.00
0.6
000
0.6
000
T1
5
21
AL
7-5
0(1
5/8
")
100
.00
-
120
.00
0.6
000
0.6
000
T1
5
22
AL
7-5
0(1
5/8
")
100
.00
-
120
.00
0.6
000
0.6
000
T1
5
23
AL
7-5
0(1
5/8
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100
.00
-
120
.00
0.6
000
0.6
000
T1
5
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
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100
.00
-
120
.00
0.6
000
0.6
000
T1
5
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
100
.00
-
120
.00
0.6
000
0.6
000
T1
5
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
100
.00
-
120
.00
0.6
000
0.6
000
T1
6
1
5/8
" S
tep B
olt
s 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
2
Saf
ety L
ine
3/8
8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
4
AL
7-5
0(1
5/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
7
WR
-VG
86
ST
-BR
D(3
/4")
8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
8
LD
F2
-50
(3/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
10
LD
F1
2-5
0(
2-1
/4")
8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
16
1/2
" L
igh
tin
g C
able
8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
19
AL
7-5
0(1
5/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
21
AL
7-5
0(1
5/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
22
AL
7-5
0(1
5/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
23
AL
7-5
0(1
5/8
") 8
0.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
80.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
80.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
6
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
80.0
0 -
10
0.0
0
0.6
000
0.6
000
T1
7
1
5/8
" S
tep B
olt
s 6
0.0
0 -
80
.00
0.6
000
0.6
000
T1
7
2
Saf
ety L
ine
3/8
6
0.0
0 -
80
.00
0.6
000
0.6
000
T1
7
4
AL
7-5
0(1
5/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
7
WR
-VG
86
ST
-BR
D(3
/4")
6
0.0
0 -
80
.00
0.6
000
0.6
000
T1
7
8
LD
F2
-50
(3/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
10
LD
F1
2-5
0(
2-1
/4")
6
0.0
0 -
80
.00
0.6
000
0.6
000
T1
7
16
1/2
" L
igh
tin
g C
able
6
0.0
0 -
80
.00
0.6
000
0.6
000
T1
7
19
AL
7-5
0(1
5/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
21
AL
7-5
0(1
5/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
22
AL
7-5
0(1
5/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
23
AL
7-5
0(1
5/8
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
7
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
60.0
0 -
80
.00
0.6
000
0.6
000
T1
8
1
5/8
" S
tep B
olt
s 4
0.0
0 -
60
.00
0.6
000
0.6
000
T1
8
2
Saf
ety L
ine
3/8
4
0.0
0 -
60
.00
0.6
000
0.6
000
T1
8
4
AL
7-5
0(1
5/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
7
WR
-VG
86
ST
-BR
D(3
/4")
4
0.0
0 -
60
.00
0.6
000
0.6
000
T1
8
8
LD
F2
-50
(3/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
10
LD
F1
2-5
0(
2-1
/4")
4
0.0
0 -
60
.00
0.6
000
0.6
000
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 35: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/35.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
25 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
wer
Sect
ion
Feed
Lin
e
Reco
rd N
o.
Desc
rip
tio
n
Feed
Lin
e
Seg
men
t E
lev.
Ka
No I
ce
Ka
Ice
T1
8
16
1/2
" L
igh
tin
g C
able
4
0.0
0 -
60
.00
0.6
000
0.6
000
T1
8
19
AL
7-5
0(1
5/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
21
AL
7-5
0(1
5/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
22
AL
7-5
0(1
5/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
23
AL
7-5
0(1
5/8
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
8
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
40.0
0 -
60
.00
0.6
000
0.6
000
T1
9
1
5/8
" S
tep B
olt
s 2
0.0
0 -
40
.00
0.6
000
0.6
000
T1
9
2
Saf
ety L
ine
3/8
2
0.0
0 -
40
.00
0.6
000
0.6
000
T1
9
4
AL
7-5
0(1
5/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
7
WR
-VG
86
ST
-BR
D(3
/4")
2
0.0
0 -
40
.00
0.6
000
0.6
000
T1
9
8
LD
F2
-50
(3/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
10
LD
F1
2-5
0(
2-1
/4")
2
0.0
0 -
40
.00
0.6
000
0.6
000
T1
9
16
1/2
" L
igh
tin
g C
able
2
0.0
0 -
40
.00
0.6
000
0.6
000
T1
9
19
AL
7-5
0(1
5/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
21
AL
7-5
0(1
5/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
22
AL
7-5
0(1
5/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
23
AL
7-5
0(1
5/8
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
20.0
0 -
40
.00
0.6
000
0.6
000
T1
9
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
20.0
0 -
40
.00
0.6
000
0.6
000
T2
0
1
5/8
" S
tep B
olt
s 8
.27 -
20
.00
0.6
000
0.6
000
T2
0
2
Saf
ety L
ine
3/8
8
.27 -
20
.00
0.6
000
0.6
000
T2
0
4
AL
7-5
0(1
5/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
7
WR
-VG
86
ST
-BR
D(3
/4")
8
.27 -
20
.00
0.6
000
0.6
000
T2
0
8
LD
F2
-50
(3/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
10
LD
F1
2-5
0(
2-1
/4")
8
.27 -
20
.00
0.6
000
0.6
000
T2
0
16
1/2
" L
igh
tin
g C
able
8
.27 -
20
.00
0.6
000
0.6
000
T2
0
19
AL
7-5
0(1
5/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
21
AL
7-5
0(1
5/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
22
AL
7-5
0(1
5/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
23
AL
7-5
0(1
5/8
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
0
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.2
7 -
20
.00
0.6
000
0.6
000
T2
1
1
5/8
" S
tep B
olt
s 8
.00 -
8.2
7
0.1
112
0.1
112
T2
1
2
Saf
ety L
ine
3/8
8
.00 -
8.2
7
0.1
112
0.1
112
T2
1
4
AL
7-5
0(1
5/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
7
WR
-VG
86
ST
-BR
D(3
/4")
8
.00 -
8.2
7
0.1
112
0.1
112
T2
1
8
LD
F2
-50
(3/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
10
LD
F1
2-5
0(
2-1
/4")
8
.00 -
8.2
7
0.1
112
0.1
112
T2
1
16
1/2
" L
igh
tin
g C
able
2
.00 -
8.2
7
0.1
112
0.1
112
T2
1
19
AL
7-5
0(1
5/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
21
AL
7-5
0(1
5/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
22
AL
7-5
0(1
5/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
23
AL
7-5
0(1
5/8
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
25
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
26
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.0
0 -
8.2
7
0.1
112
0.1
112
T2
1
27
Wav
egu
ide
Bra
cket
(2-1
/2"x
1/8
"x30
")
8.0
0 -
8.2
7
0.1
112
0.1
112
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 36: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/36.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
26 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
D
iscre
te T
ow
er
Lo
ad
s
Desc
rip
tio
n
Fa
ce
or
Leg
Off
set
Typ
e
Off
sets
:
Ho
rz
La
tera
l
Vert
ft
ft
ft
Azi
muth
Ad
just
men
t
°
Pla
cem
ent
ft
C
AA
A
Fro
nt
ft2
CAA
A
Sid
e ft2
Weig
ht
K
Lig
hti
ng R
od
4'x
5/8
'' on
7'
Exte
nsi
on
C
Fro
m L
eg
0.0
00
0.0
00
5.5
00
0.0
00
300
.00
0
No I
ce
2.2
63
2.2
63
0.0
61
****
**3
00
*******
SB
NH
H-1
D65
C w
/ M
oun
t
Pip
e
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
11.6
26
9.7
93
0.0
82
SB
NH
H-1
D65
C w
/ M
oun
t
Pip
e
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
11.6
26
9.7
93
0.0
82
SB
NH
H-1
D65
C w
/ M
oun
t
Pip
e
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
11.6
26
9.7
93
0.0
82
741
98
9 w
/ M
oun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.3
82
2.9
84
0.0
36
741
98
9 w
/ M
oun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.3
82
2.9
84
0.0
36
741
98
9 w
/ M
oun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.3
82
2.9
84
0.0
36
UM
WD
-06
516
-2D
H w
/
Moun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.9
20
3.5
42
0.0
33
UM
WD
-06
516
-2D
H w
/
Moun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.9
20
3.5
42
0.0
33
UM
WD
-06
516
-2D
H w
/
Moun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
3.9
20
3.5
42
0.0
33
RR
US
11
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
2.7
84
1.1
87
0.0
51
(2)
RR
US
11
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
2.7
84
1.1
87
0.0
51
RR
US
32 B
66
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
2.7
43
1.6
68
0.0
53
RR
US
32 B
66
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
2.7
43
1.6
68
0.0
53
RR
US
32 B
66
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
2.7
43
1.6
68
0.0
53
DC
6-4
8-6
0-1
8-8
F
C
Fro
m L
eg
4.0
00
0.0
00
300
.00
0
No I
ce
0.9
17
0.9
17
0.0
33
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 37: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/37.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
27 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Desc
rip
tio
n
Fa
ce
or
Leg
Off
set
Typ
e
Off
sets
:
Ho
rz
La
tera
l
Vert
ft
ft
ft
Azi
muth
Ad
just
men
t
°
Pla
cem
ent
ft
C
AA
A
Fro
nt
ft2
CAA
A
Sid
e ft2
Weig
ht
K
0.0
00
0.0
00
Sec
tor
Moun
t [S
M 1
303
-3]
C
Non
e
0.0
00
300
.00
0
No I
ce
30.2
00
30.2
00
1.1
04
2''
x 8
' Moun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
1.6
00
1.6
00
0.0
30
2''
x 8
' Moun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
1.6
00
1.6
00
0.0
30
2''
x 8
' Moun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
300
.00
0
No I
ce
1.6
00
1.6
00
0.0
30
****
**2
44
*******
(2)
AP
18
-19
00/0
63
D w
/
Moun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
3.3
97
2.2
58
0.0
29
(2)
AP
18
-19
00/0
63
D w
/
Moun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
3.3
97
2.2
58
0.0
29
(2)
AP
18
-19
00/0
63
D w
/
Moun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
3.3
97
2.2
58
0.0
29
Sec
tor
Moun
t [S
M 3
02
-3]
C
Non
e
0.0
00
244
.00
0
No I
ce
32.7
30
32.7
30
1.4
76
(2)
2''
x 6
' Mou
nt
Pip
e A
F
rom
Leg
4
.000
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
1.2
00
1.2
00
0.0
30
(2)
2''
x 6
' Mou
nt
Pip
e B
F
rom
Leg
4
.000
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
1.2
00
1.2
00
0.0
30
(2)
2''
x 6
' Mou
nt
Pip
e C
F
rom
Leg
4
.000
0.0
00
0.0
00
0.0
00
244
.00
0
No I
ce
1.2
00
1.2
00
0.0
30
****
**2
30
*******
(2)
HB
XX
-65
16
DS
-A2
M w
/
Moun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
5.6
56
4.5
25
0.0
50
(2)
HB
XX
-65
16
DS
-A2
M w
/
Moun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
5.6
56
4.5
25
0.0
50
(2)
HB
XX
-65
16
DS
-A2
M w
/
Moun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
5.6
56
4.5
25
0.0
50
BX
A-7
008
0/8
CF
w/
Moun
t
Pip
e
A
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
8.4
63
8.4
95
0.0
55
BX
A-7
006
3/8
CF
x2
w/
Moun
t
Pip
e
B
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
10.8
93
7.6
30
0.0
56
BX
A-7
008
0/8
CF
w/
Moun
t
Pip
e
C
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
8.4
63
8.4
95
0.0
55
X7
C-F
RO
-860
-VR
0 w
/
Moun
t P
ipe
A
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
13.6
80
10.6
49
0.0
83
X7
C-F
RO
-860
-VR
0 w
/
Moun
t P
ipe
B
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
13.6
80
10.6
49
0.0
83
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 38: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/38.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
28 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Desc
rip
tio
n
Fa
ce
or
Leg
Off
set
Typ
e
Off
sets
:
Ho
rz
La
tera
l
Vert
ft
ft
ft
Azi
muth
Ad
just
men
t
°
Pla
cem
ent
ft
C
AA
A
Fro
nt
ft2
CAA
A
Sid
e ft2
Weig
ht
K
X7
C-F
RO
-860
-VR
0 w
/
Moun
t P
ipe
C
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
13.6
80
10.6
49
0.0
83
(2)
RR
US
12
/RR
US
A2
A
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
3.1
43
1.8
35
0.0
72
(2)
RR
US
12
/RR
US
A2
B
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
3.1
43
1.8
35
0.0
72
(2)
RR
US
12
/RR
US
A2
C
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
3.1
43
1.8
35
0.0
72
FD
9R
6004
A
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
0.3
14
0.0
76
0.0
03
(3)
FD
9R
600
4
B
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
0.3
14
0.0
76
0.0
03
(2)
FD
9R
600
4
C
Fro
m L
eg
4.0
00
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
0.3
14
0.0
76
0.0
03
(2)
RH
SD
C-3
315
-PF
-48
A
F
rom
Leg
4
.000
0.0
00
5.0
00
0.0
00
230
.00
0
No I
ce
3.7
08
2.1
92
0.0
44
Sec
tor
Moun
t [S
M 5
02
-3]
C
Non
e
0.0
00
230
.00
0
No I
ce
33.0
20
33.0
20
1.6
73
****
***1
50
******
Sid
e L
igh
tin
g
A
Fro
m L
eg
0.5
00
0.0
00
0.0
00
0.0
00
150
.00
0
No I
ce
0.1
30
0.1
30
0.0
10
Sid
e L
igh
tin
g
B
Fro
m L
eg
0.5
00
0.0
00
0.0
00
0.0
00
150
.00
0
No I
ce
0.1
30
0.1
30
0.0
10
Sid
e L
igh
tin
g
C
Fro
m L
eg
0.5
00
0.0
00
0.0
00
0.0
00
150
.00
0
No I
ce
0.1
30
0.1
30
0.0
10
****
***
***
***
Lo
ad
Co
mb
ina
tio
ns
Co
mb
.
No.
Desc
rip
tio
n
1
Dea
d O
nly
2
1.2
Dea
d+
1.6
Win
d 0
deg
- N
o I
ce+
1.0
Gu
y
3
1.2
D+
1.6
W (
pat
tern
1)
0 d
eg -
No I
ce+
1.0
Gu
y
4
1.2
D+
1.6
W (
pat
tern
2)
0 d
eg -
No I
ce+
1.0
Gu
y
5
1.2
D+
1.6
W (
pat
tern
3)
0 d
eg -
No I
ce+
1.0
Gu
y
6
1.2
D+
1.6
W (
pat
tern
4)
0 d
eg -
No I
ce+
1.0
Gu
y
7
1.2
D+
1.6
W (
pat
tern
5)
0 d
eg -
No I
ce+
1.0
Gu
y
8
1.2
Dea
d+
1.6
Win
d 3
0 d
eg -
No I
ce+
1.0
Gu
y
9
1.2
D+
1.6
W (
pat
tern
1)
30
deg
- N
o I
ce+
1.0
Gu
y
10
1.2
D+
1.6
W (
pat
tern
2)
30
deg
- N
o I
ce+
1.0
Gu
y
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 39: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/39.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
29 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Co
mb
.
No.
Desc
rip
tio
n
11
1.2
D+
1.6
W (
pat
tern
3)
30
deg
- N
o I
ce+
1.0
Gu
y
12
1.2
D+
1.6
W (
pat
tern
4)
30
deg
- N
o I
ce+
1.0
Gu
y
13
1.2
D+
1.6
W (
pat
tern
5)
30
deg
- N
o I
ce+
1.0
Gu
y
14
1.2
Dea
d+
1.6
Win
d 6
0 d
eg -
No I
ce+
1.0
Gu
y
15
1.2
D+
1.6
W (
pat
tern
1)
60
deg
- N
o I
ce+
1.0
Gu
y
16
1.2
D+
1.6
W (
pat
tern
2)
60
deg
- N
o I
ce+
1.0
Gu
y
17
1.2
D+
1.6
W (
pat
tern
3)
60
deg
- N
o I
ce+
1.0
Gu
y
18
1.2
D+
1.6
W (
pat
tern
4)
60
deg
- N
o I
ce+
1.0
Gu
y
19
1.2
D+
1.6
W (
pat
tern
5)
60
deg
- N
o I
ce+
1.0
Gu
y
20
1.2
Dea
d+
1.6
Win
d 9
0 d
eg -
No I
ce+
1.0
Gu
y
21
1.2
D+
1.6
W (
pat
tern
1)
90
deg
- N
o I
ce+
1.0
Gu
y
22
1.2
D+
1.6
W (
pat
tern
2)
90
deg
- N
o I
ce+
1.0
Gu
y
23
1.2
D+
1.6
W (
pat
tern
3)
90
deg
- N
o I
ce+
1.0
Gu
y
24
1.2
D+
1.6
W (
pat
tern
4)
90
deg
- N
o I
ce+
1.0
Gu
y
25
1.2
D+
1.6
W (
pat
tern
5)
90
deg
- N
o I
ce+
1.0
Gu
y
26
1.2
Dea
d+
1.6
Win
d 1
20
deg
- N
o I
ce+
1.0
Gu
y
27
1.2
D+
1.6
W (
pat
tern
1)
120
deg
- N
o I
ce+
1.0
Gu
y
28
1.2
D+
1.6
W (
pat
tern
2)
120
deg
- N
o I
ce+
1.0
Gu
y
29
1.2
D+
1.6
W (
pat
tern
3)
120
deg
- N
o I
ce+
1.0
Gu
y
30
1.2
D+
1.6
W (
pat
tern
4)
120
deg
- N
o I
ce+
1.0
Gu
y
31
1.2
D+
1.6
W (
pat
tern
5)
120
deg
- N
o I
ce+
1.0
Gu
y
32
1.2
Dea
d+
1.6
Win
d 1
50
deg
- N
o I
ce+
1.0
Gu
y
33
1.2
D+
1.6
W (
pat
tern
1)
150
deg
- N
o I
ce+
1.0
Gu
y
34
1.2
D+
1.6
W (
pat
tern
2)
150
deg
- N
o I
ce+
1.0
Gu
y
35
1.2
D+
1.6
W (
pat
tern
3)
150
deg
- N
o I
ce+
1.0
Gu
y
36
1.2
D+
1.6
W (
pat
tern
4)
150
deg
- N
o I
ce+
1.0
Gu
y
37
1.2
D+
1.6
W (
pat
tern
5)
150
deg
- N
o I
ce+
1.0
Gu
y
38
1.2
Dea
d+
1.6
Win
d 1
80
deg
- N
o I
ce+
1.0
Gu
y
39
1.2
D+
1.6
W (
pat
tern
1)
180
deg
- N
o I
ce+
1.0
Gu
y
40
1.2
D+
1.6
W (
pat
tern
2)
180
deg
- N
o I
ce+
1.0
Gu
y
41
1.2
D+
1.6
W (
pat
tern
3)
180
deg
- N
o I
ce+
1.0
Gu
y
42
1.2
D+
1.6
W (
pat
tern
4)
180
deg
- N
o I
ce+
1.0
Gu
y
43
1.2
D+
1.6
W (
pat
tern
5)
180
deg
- N
o I
ce+
1.0
Gu
y
44
1.2
Dea
d+
1.6
Win
d 2
10
deg
- N
o I
ce+
1.0
Gu
y
45
1.2
D+
1.6
W (
pat
tern
1)
210
deg
- N
o I
ce+
1.0
Gu
y
46
1.2
D+
1.6
W (
pat
tern
2)
210
deg
- N
o I
ce+
1.0
Gu
y
47
1.2
D+
1.6
W (
pat
tern
3)
210
deg
- N
o I
ce+
1.0
Gu
y
48
1.2
D+
1.6
W (
pat
tern
4)
210
deg
- N
o I
ce+
1.0
Gu
y
49
1.2
D+
1.6
W (
pat
tern
5)
210
deg
- N
o I
ce+
1.0
Gu
y
50
1.2
Dea
d+
1.6
Win
d 2
40
deg
- N
o I
ce+
1.0
Gu
y
51
1.2
D+
1.6
W (
pat
tern
1)
240
deg
- N
o I
ce+
1.0
Gu
y
52
1.2
D+
1.6
W (
pat
tern
2)
240
deg
- N
o I
ce+
1.0
Gu
y
53
1.2
D+
1.6
W (
pat
tern
3)
240
deg
- N
o I
ce+
1.0
Gu
y
54
1.2
D+
1.6
W (
pat
tern
4)
240
deg
- N
o I
ce+
1.0
Gu
y
55
1.2
D+
1.6
W (
pat
tern
5)
240
deg
- N
o I
ce+
1.0
Gu
y
56
1.2
Dea
d+
1.6
Win
d 2
70
deg
- N
o I
ce+
1.0
Gu
y
57
1.2
D+
1.6
W (
pat
tern
1)
270
deg
- N
o I
ce+
1.0
Gu
y
58
1.2
D+
1.6
W (
pat
tern
2)
270
deg
- N
o I
ce+
1.0
Gu
y
59
1.2
D+
1.6
W (
pat
tern
3)
270
deg
- N
o I
ce+
1.0
Gu
y
60
1.2
D+
1.6
W (
pat
tern
4)
270
deg
- N
o I
ce+
1.0
Gu
y
61
1.2
D+
1.6
W (
pat
tern
5)
270
deg
- N
o I
ce+
1.0
Gu
y
62
1.2
Dea
d+
1.6
Win
d 3
00
deg
- N
o I
ce+
1.0
Gu
y
63
1.2
D+
1.6
W (
pat
tern
1)
300
deg
- N
o I
ce+
1.0
Gu
y
64
1.2
D+
1.6
W (
pat
tern
2)
300
deg
- N
o I
ce+
1.0
Gu
y
65
1.2
D+
1.6
W (
pat
tern
3)
300
deg
- N
o I
ce+
1.0
Gu
y
66
1.2
D+
1.6
W (
pat
tern
4)
300
deg
- N
o I
ce+
1.0
Gu
y
67
1.2
D+
1.6
W (
pat
tern
5)
300
deg
- N
o I
ce+
1.0
Gu
y
68
1.2
Dea
d+
1.6
Win
d 3
30
deg
- N
o I
ce+
1.0
Gu
y
69
1.2
D+
1.6
W (
pat
tern
1)
330
deg
- N
o I
ce+
1.0
Gu
y
70
1.2
D+
1.6
W (
pat
tern
2)
330
deg
- N
o I
ce+
1.0
Gu
y
71
1.2
D+
1.6
W (
pat
tern
3)
330
deg
- N
o I
ce+
1.0
Gu
y
72
1.2
D+
1.6
W (
pat
tern
4)
330
deg
- N
o I
ce+
1.0
Gu
y
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 40: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/40.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
30 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Co
mb
.
No.
Desc
rip
tio
n
73
1.2
D+
1.6
W (
pat
tern
5)
330
deg
- N
o I
ce+
1.0
Gu
y
74
Dea
d+
Win
d 0
deg
- S
ervic
e+G
uy
75
Dea
d+
Win
d 3
0 d
eg -
Ser
vic
e+G
uy
76
Dea
d+
Win
d 6
0 d
eg -
Ser
vic
e+G
uy
77
Dea
d+
Win
d 9
0 d
eg -
Ser
vic
e+G
uy
78
Dea
d+
Win
d 1
20
deg
- S
ervic
e+G
uy
79
Dea
d+
Win
d 1
50
deg
- S
ervic
e+G
uy
80
Dea
d+
Win
d 1
80
deg
- S
ervic
e+G
uy
81
Dea
d+
Win
d 2
10
deg
- S
ervic
e+G
uy
82
Dea
d+
Win
d 2
40
deg
- S
ervic
e+G
uy
83
Dea
d+
Win
d 2
70
deg
- S
ervic
e+G
uy
84
Dea
d+
Win
d 3
00
deg
- S
ervic
e+G
uy
85
Dea
d+
Win
d 3
30
deg
- S
ervic
e+G
uy
M
axim
um
Me
mb
er
Fo
rce
s
S
ect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
T1
3
00
- 2
80
Leg
M
ax T
ensi
on
18
37.8
17
0.0
16
-0.0
09
M
ax. C
om
pre
ssio
n
52
-41
.98
1
0.3
35
-0.1
96
M
ax. M
x
22
-2.2
36
-0.5
24
-0.0
27
M
ax. M
y
4
17.9
98
-0.0
30
0.5
39
M
ax.
Vy
24
-2.4
00
-0.0
00
0.0
00
M
ax.
Vx
42
-2.5
35
0.0
00
0.0
00
Dia
gon
al
Max
Ten
sion
12
5.1
22
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
10
-4.8
70
0.0
00
0.0
00
M
ax. M
x
52
-4.3
32
-0.0
38
-0.0
02
M
ax. M
y
49
-3.2
65
0.0
01
-0.0
05
M
ax.
Vy
52
-0.0
17
0.0
00
0.0
00
M
ax.
Vx
49
-0.0
02
0.0
00
0.0
00
Top
Gir
t M
ax T
ensi
on
55
1.1
31
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
16
-1.2
66
0.0
00
0.0
00
M
ax. M
x
50
1.1
28
-0.0
08
0.0
00
M
ax. M
y
25
-0.0
43
0.0
00
-0.0
00
M
ax.
Vy
50
0.0
07
0.0
00
0.0
00
M
ax.
Vx
25
0.0
00
0.0
00
0.0
00
T2
2
80
- 2
60
Leg
M
ax T
ensi
on
18
18.5
69
-0.3
31
0.1
92
M
ax. C
om
pre
ssio
n
67
-72
.84
4
-0.3
83
-0.1
99
M
ax. M
x
22
-13
.08
3
-0.5
24
-0.0
27
M
ax. M
y
4
-0.4
02
-0.0
30
0.5
39
M
ax.
Vy
21
-0.3
75
-0.5
23
-0.0
27
M
ax.
Vx
3
0.3
73
-0.0
30
0.5
39
Dia
gon
al
Max
Ten
sion
70
8.9
86
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
70
-8.1
57
0.0
00
0.0
00
M
ax. M
x
67
2.5
74
0.0
58
-0.0
02
M
ax. M
y
33
-8.0
15
0.0
25
-0.0
08
M
ax.
Vy
67
-0.0
23
0.0
58
-0.0
02
M
ax.
Vx
33
0.0
03
0.0
00
0.0
00
Bott
om
Gir
t M
ax T
ensi
on
27
2.8
50
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
67
-0.0
57
0.0
00
0.0
00
M
ax. M
x
66
0.5
50
-0.0
20
0.0
00
M
ax. M
y
13
1.2
45
0.0
00
-0.0
00
M
ax.
Vy
66
0.0
16
0.0
00
0.0
00
M
ax.
Vx
13
0.0
00
0.0
00
0.0
00
Gu
y A
B
ott
om
Ten
sion
33
23.7
78
T
op
Ten
sion
3
3
24.0
95
T
op
Cab
le V
ert
33
18.7
52
T
op
Cab
le N
orm
3
3
15.1
28
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 41: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/41.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
31 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
T
op
Cab
le T
an
33
0.2
20
B
ot
Cab
le V
ert
33
-17
.75
5
B
ot
Cab
le N
orm
3
3
15.8
12
B
ot
Cab
le T
an
33
0.4
03
Gu
y A
B
ott
om
Ten
sion
40
23.8
69
T
op
Ten
sion
4
0
24.1
88
T
op
Cab
le V
ert
40
18.7
88
T
op
Cab
le N
orm
4
0
15.2
33
T
op
Cab
le T
an
40
0.0
00
B
ot
Cab
le V
ert
40
-17
.75
8
B
ot
Cab
le N
orm
4
0
15.9
50
B
ot
Cab
le T
an
40
0.0
00
Gu
y B
B
ott
om
Ten
sion
69
23.7
74
T
op
Ten
sion
6
9
24.0
91
T
op
Cab
le V
ert
69
18.7
49
T
op
Cab
le N
orm
6
9
15.1
25
T
op
Cab
le T
an
69
0.2
19
B
ot
Cab
le V
ert
69
-17
.75
2
B
ot
Cab
le N
orm
6
9
15.8
09
B
ot
Cab
le T
an
69
0.4
03
Gu
y B
B
ott
om
Ten
sion
64
23.8
41
T
op
Ten
sion
6
4
24.1
60
T
op
Cab
le V
ert
64
18.7
67
T
op
Cab
le N
orm
6
4
15.2
15
T
op
Cab
le T
an
64
0.0
01
B
ot
Cab
le V
ert
64
-17
.73
6
B
ot
Cab
le N
orm
6
4
15.9
32
B
ot
Cab
le T
an
64
0.0
01
Gu
y C
B
ott
om
Ten
sion
9
23.6
22
T
op
Ten
sion
9
23.9
38
T
op
Cab
le V
ert
9
18.6
33
T
op
Cab
le N
orm
9
15.0
26
T
op
Cab
le T
an
9
0.2
21
B
ot
Cab
le V
ert
9
-17
.63
6
B
ot
Cab
le N
orm
9
15.7
10
B
ot
Cab
le T
an
9
0.4
02
Gu
y C
B
ott
om
Ten
sion
16
23.9
09
T
op
Ten
sion
1
6
24.2
28
T
op
Cab
le V
ert
16
18.8
19
T
op
Cab
le N
orm
1
6
15.2
59
T
op
Cab
le T
an
16
0.0
00
B
ot
Cab
le V
ert
16
-17
.78
8
B
ot
Cab
le N
orm
1
6
15.9
76
B
ot
Cab
le T
an
16
0.0
00
Top
Gu
y P
ull
-Off
M
ax T
ensi
on
16
21.6
54
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
51
-6.2
52
0.0
00
0.0
00
M
ax. M
x
66
19.4
04
0.0
32
0.0
00
M
ax. M
y
25
7.8
42
0.0
00
0.0
00
M
ax.
Vy
66
-0.0
26
0.0
00
0.0
00
M
ax.
Vx
25
-0.0
00
0.0
00
0.0
00
Bott
om
Gu
y
Pu
ll-O
ff
Max
Ten
sion
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
31
-3.4
53
0.0
00
0.0
00
M
ax. M
x
66
-0.9
51
0.0
32
0.0
00
M
ax. M
y
25
-0.6
13
0.0
00
0.0
00
M
ax.
Vy
66
-0.0
26
0.0
00
0.0
00
M
ax.
Vx
25
-0.0
00
0.0
00
0.0
00
Torq
ue
Arm
Top
M
ax T
ensi
on
9
25.9
99
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
1
0.0
00
0.0
00
0.0
00
M
ax. M
x
23
25.6
06
0.0
61
0.0
00
M
ax. M
y
25
22.5
64
0.0
00
-0.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 42: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/42.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
32 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax.
Vy
23
-0.0
30
0.0
00
0.0
00
M
ax.
Vx
25
0.0
00
0.0
00
0.0
00
Torq
ue
Arm
Bott
om
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
40
-25
.82
8
0.0
00
0.0
00
M
ax. M
x
31
-19
.88
0
0.0
87
0.0
00
M
ax. M
y
25
-4.9
26
0.0
00
0.0
01
M
ax.
Vy
31
-0.0
30
0.0
00
0.0
00
M
ax.
Vx
25
0.0
00
0.0
00
0.0
00
T3
2
60
- 2
56
Leg
M
ax T
ensi
on
31
23.5
39
-0.0
51
-0.0
51
M
ax. C
om
pre
ssio
n
67
-82
.34
0
0.4
96
0.2
85
M
ax. M
x
3
-63
.80
0
0.7
55
-0.1
55
M
ax. M
y
27
-63
.09
9
-0.2
37
0.7
37
M
ax.
Vy
3
-0.3
04
-0.4
40
0.0
03
M
ax.
Vx
45
-0.3
02
-0.1
20
-0.3
28
Dia
gon
al
Max
Ten
sion
33
3.9
50
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
69
-4.7
24
0.0
00
0.0
00
M
ax. M
x
64
-3.4
02
-0.0
18
-0.0
01
M
ax. M
y
37
-4.6
73
-0.0
05
-0.0
05
M
ax.
Vy
64
-0.0
08
0.0
00
0.0
00
M
ax.
Vx
37
0.0
02
0.0
00
0.0
00
T4
2
56
- 2
40
Leg
M
ax T
ensi
on
31
49.6
80
-0.0
61
-0.0
35
M
ax. C
om
pre
ssio
n
64
-104
.352
0.9
44
0.5
53
M
ax. M
x
64
-101
.356
-1.3
76
-0.7
92
M
ax. M
y
40
-101
.090
-0.0
01
1.5
84
M
ax.
Vy
64
2.1
79
0.8
91
0.5
10
M
ax.
Vx
40
-2.5
15
0.0
05
-1.0
24
Dia
gon
al
Max
Ten
sion
33
3.9
40
0.0
07
-0.0
01
M
ax. C
om
pre
ssio
n
33
-4.2
07
0.0
00
0.0
00
M
ax. M
x
64
2.8
58
0.0
25
-0.0
04
M
ax. M
y
40
-2.6
31
-0.0
14
-0.0
06
M
ax.
Vy
64
-0.0
11
0.0
25
-0.0
04
M
ax.
Vx
37
0.0
02
0.0
19
-0.0
06
Sec
on
dar
y
Hori
zon
tal
Max
Ten
sion
27
2.1
21
0.0
03
-0.0
06
M
ax. C
om
pre
ssio
n
64
-1.8
07
0.0
03
-0.0
06
M
ax. M
x
3
-1.3
58
0.0
24
-0.0
06
M
ax. M
y
43
1.8
00
0.0
15
-0.0
07
M
ax.
Vy
3
-0.0
15
0.0
24
-0.0
06
M
ax.
Vx
43
-0.0
03
0.0
00
0.0
00
T5
2
40
- 2
36
Leg
M
ax T
ensi
on
31
49.2
16
0.0
53
0.0
24
M
ax. C
om
pre
ssio
n
64
-103
.940
0.8
04
0.4
59
M
ax. M
x
64
-103
.900
-1.2
68
-0.7
31
M
ax. M
y
40
-103
.599
0.0
01
1.4
60
M
ax.
Vy
9
-1.1
56
-1.0
82
0.2
70
M
ax.
Vx
40
-1.2
98
-0.0
09
-1.0
92
Dia
gon
al
Max
Ten
sion
9
0.7
34
0.0
06
0.0
02
M
ax. C
om
pre
ssio
n
41
-1.6
39
0.0
14
-0.0
04
M
ax. M
x
64
-1.1
24
0.0
15
-0.0
03
M
ax. M
y
37
-1.6
11
0.0
13
-0.0
04
M
ax.
Vy
40
-0.0
07
0.0
15
0.0
03
M
ax.
Vx
37
0.0
01
0.0
13
-0.0
04
Sec
on
dar
y
Hori
zon
tal
Max
Ten
sion
64
1.8
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
64
-1.8
00
0.0
08
-0.0
04
M
ax. M
x
41
1.7
14
0.0
09
-0.0
04
M
ax. M
y
61
1.6
74
0.0
08
-0.0
05
M
ax.
Vy
41
0.0
09
0.0
09
-0.0
04
M
ax.
Vx
25
0.0
02
0.0
00
0.0
00
T6
2
36
- 2
32
Leg
M
ax T
ensi
on
31
48.5
79
-0.0
52
-0.0
29
M
ax. C
om
pre
ssio
n
64
-102
.552
1.2
09
0.6
86
M
ax. M
x
64
-102
.505
-1.3
37
-0.7
69
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 43: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/43.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
33 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax. M
y
40
-102
.186
-0.0
01
1.5
39
M
ax.
Vy
69
-1.3
16
1.3
10
0.3
82
M
ax.
Vx
40
1.4
86
0.0
28
-1.3
88
Dia
gon
al
Max
Ten
sion
41
1.0
05
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
41
-1.9
56
0.0
11
-0.0
03
M
ax. M
x
64
0.3
04
-0.0
13
-0.0
03
M
ax. M
y
9
-0.3
18
-0.0
12
0.0
04
M
ax.
Vy
64
-0.0
06
0.0
00
0.0
00
M
ax.
Vx
9
0.0
01
0.0
00
0.0
00
Sec
on
dar
y
Hori
zon
tal
Max
Ten
sion
3
1.8
73
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
64
-1.7
76
-0.0
02
-0.0
04
M
ax. M
x
33
-0.7
40
-0.0
08
-0.0
02
M
ax. M
y
25
-1.6
51
-0.0
05
-0.0
05
M
ax.
Vy
33
0.0
08
0.0
00
0.0
00
M
ax.
Vx
25
0.0
02
0.0
00
0.0
00
T7
2
32
- 2
28
Leg
M
ax T
ensi
on
31
46.3
25
-0.1
18
-0.0
64
M
ax. C
om
pre
ssio
n
64
-99
.11
7
-1.5
63
-0.9
38
M
ax. M
x
64
-99
.11
1
-1.5
63
-0.9
38
M
ax. M
y
40
-98
.75
6
-0.0
04
1.8
18
M
ax.
Vy
21
-3.0
80
0.3
25
0.7
82
M
ax.
Vx
40
-3.0
06
0.1
52
0.2
30
Dia
gon
al
Max
Ten
sion
47
4.3
51
-0.0
48
0.0
03
M
ax. C
om
pre
ssio
n
47
-5.3
56
0.0
00
0.0
00
M
ax. M
x
64
-2.5
49
0.0
64
-0.0
12
M
ax. M
y
51
-1.3
71
-0.0
33
-0.0
17
M
ax.
Vy
64
-0.0
25
0.0
64
-0.0
12
M
ax.
Vx
51
-0.0
05
0.0
00
0.0
00
Sec
on
dar
y
Hori
zon
tal
Max
Ten
sion
57
4.0
38
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
31
-2.3
95
0.0
08
-0.0
00
M
ax. M
x
41
1.6
17
0.0
11
-0.0
16
M
ax. M
y
27
3.3
73
0.0
09
-0.0
22
M
ax.
Vy
41
0.0
09
0.0
11
-0.0
16
M
ax.
Vx
27
-0.0
09
0.0
00
0.0
00
T8
2
28
- 2
24
Leg
M
ax T
ensi
on
31
26.7
56
0.0
36
0.0
13
M
ax. C
om
pre
ssio
n
64
-81
.77
0
-0.4
31
-0.2
57
M
ax. M
x
56
15.5
98
-1.3
68
0.1
40
M
ax. M
y
2
21.9
25
-0.0
08
-1.4
50
M
ax.
Vy
69
1.0
17
1.0
12
0.3
04
M
ax.
Vx
40
-1.0
73
-0.0
00
-1.0
30
Dia
gon
al
Max
Ten
sion
47
6.3
48
-0.0
39
0.0
04
M
ax. C
om
pre
ssio
n
47
-6.9
28
0.0
00
0.0
00
M
ax. M
x
64
5.5
38
-0.0
42
0.0
07
M
ax. M
y
57
-3.7
87
0.0
34
-0.0
10
M
ax.
Vy
64
-0.0
17
0.0
00
0.0
00
M
ax.
Vx
57
0.0
03
0.0
34
-0.0
10
Sec
on
dar
y
Hori
zon
tal
Max
Ten
sion
33
1.9
29
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
64
-1.4
16
0.0
09
-0.0
11
M
ax. M
x
47
0.9
43
-0.0
12
0.0
02
M
ax. M
y
45
-1.3
80
0.0
04
-0.0
13
M
ax.
Vy
47
0.0
10
0.0
00
0.0
00
M
ax.
Vx
45
0.0
05
0.0
00
0.0
00
T9
2
24
- 2
20
Leg
M
ax T
ensi
on
31
13.8
36
1.2
11
0.7
09
M
ax. C
om
pre
ssio
n
33
-85
.71
2
0.4
44
1.3
82
M
ax. M
x
56
4.0
30
2.5
59
-0.3
18
M
ax. M
y
2
8.9
41
0.0
18
2.8
26
M
ax.
Vy
56
4.0
52
2.5
59
-0.3
18
M
ax.
Vx
2
4.6
26
0.0
18
2.8
26
Dia
gon
al
Max
Ten
sion
47
5.1
18
0.0
00
0.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 44: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/44.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
34 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax. C
om
pre
ssio
n
17
-5.7
50
0.0
00
0.0
00
M
ax. M
x
33
-3.9
99
0.0
42
-0.0
03
M
ax. M
y
45
-5.3
45
0.0
08
-0.0
07
M
ax.
Vy
33
-0.0
17
0.0
42
-0.0
03
M
ax.
Vx
45
-0.0
02
0.0
00
0.0
00
Gu
y A
B
ott
om
Ten
sion
32
23.8
99
T
op
Ten
sion
3
2
24.0
73
T
op
Cab
le V
ert
32
16.5
95
T
op
Cab
le N
orm
3
2
17.4
39
T
op
Cab
le T
an
32
0.0
82
B
ot
Cab
le V
ert
32
-15
.96
1
B
ot
Cab
le N
orm
3
2
17.7
85
B
ot
Cab
le T
an
32
0.3
47
Gu
y B
B
ott
om
Ten
sion
68
23.8
96
T
op
Ten
sion
6
8
24.0
70
T
op
Cab
le V
ert
68
16.5
93
T
op
Cab
le N
orm
6
8
17.4
37
T
op
Cab
le T
an
68
0.0
82
B
ot
Cab
le V
ert
68
-15
.95
9
B
ot
Cab
le N
orm
6
8
17.7
83
B
ot
Cab
le T
an
68
0.3
47
Gu
y C
B
ott
om
Ten
sion
15
23.8
58
T
op
Ten
sion
1
5
24.0
35
T
op
Cab
le V
ert
15
16.5
75
T
op
Cab
le N
orm
1
5
17.4
05
T
op
Cab
le T
an
15
0.0
00
B
ot
Cab
le V
ert
15
-15
.93
4
B
ot
Cab
le N
orm
1
5
17.7
57
B
ot
Cab
le T
an
15
0.0
00
Top
Gu
y P
ull
-Off
M
ax T
ensi
on
27
11.4
22
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
1
0.0
00
0.0
00
0.0
00
M
ax. M
x
37
5.8
31
-0.0
20
0.0
00
M
ax. M
y
12
1.7
60
0.0
00
0.0
00
M
ax.
Vy
37
0.0
16
0.0
00
0.0
00
M
ax.
Vx
12
-0.0
00
0.0
00
0.0
00
T1
0
220
- 2
00
Leg
M
ax T
ensi
on
31
7.2
25
1.5
26
0.8
94
M
ax. C
om
pre
ssio
n
33
-80
.94
5
0.1
33
-0.3
62
M
ax. M
x
26
2.9
43
1.5
43
0.9
04
M
ax. M
y
2
2.3
32
-0.0
04
-1.7
87
M
ax.
Vy
50
-0.4
89
0.2
39
-0.1
36
M
ax.
Vx
2
-0.5
64
0.0
03
0.2
75
Dia
gon
al
Max
Ten
sion
46
4.0
12
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
46
-4.0
13
0.0
00
0.0
00
M
ax. M
x
45
-0.3
46
0.0
21
0.0
00
M
ax. M
y
25
-0.7
29
0.0
15
0.0
04
M
ax.
Vy
45
-0.0
10
0.0
21
0.0
00
M
ax.
Vx
25
-0.0
01
0.0
15
0.0
04
T1
1
200
- 1
80
Leg
M
ax T
ensi
on
17
6.4
14
-0.1
11
0.0
65
M
ax. C
om
pre
ssio
n
5
-81
.50
4
0.0
08
0.8
97
M
ax. M
x
53
-81
.49
6
0.7
79
-0.4
43
M
ax. M
y
5
-81
.50
4
0.0
08
0.8
97
M
ax.
Vy
50
-0.3
02
0.7
75
-0.4
41
M
ax.
Vx
2
-0.3
46
0.0
08
0.8
92
Dia
gon
al
Max
Ten
sion
46
6.4
64
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
46
-7.0
43
0.0
00
0.0
00
M
ax. M
x
5
4.5
79
0.0
45
-0.0
02
M
ax. M
y
17
-5.1
38
-0.0
19
0.0
08
M
ax.
Vy
5
-0.0
18
0.0
45
-0.0
02
M
ax.
Vx
17
0.0
03
-0.0
19
0.0
08
T1
2
180
- 1
60
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
4
-82
.79
7
0.0
01
-0.4
16
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 45: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/45.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
35 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax. M
x
53
-81
.96
9
0.7
79
-0.4
43
M
ax. M
y
5
-81
.97
4
0.0
08
0.8
97
M
ax.
Vy
50
0.3
27
0.7
75
-0.4
41
M
ax.
Vx
2
0.3
75
0.0
08
0.8
92
Dia
gon
al
Max
Ten
sion
23
5.6
71
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
23
-6.2
20
0.0
00
0.0
00
M
ax. M
x
8
3.1
32
0.0
35
0.0
01
M
ax. M
y
17
-4.6
31
-0.0
09
0.0
06
M
ax.
Vy
8
-0.0
14
0.0
35
0.0
01
M
ax.
Vx
17
0.0
02
-0.0
09
0.0
06
Gu
y A
B
ott
om
Ten
sion
32
45.7
28
T
op
Ten
sion
3
2
46.0
06
T
op
Cab
le V
ert
32
28.0
32
T
op
Cab
le N
orm
3
2
36.4
79
T
op
Cab
le T
an
32
0.0
29
B
ot
Cab
le V
ert
32
-27
.15
6
B
ot
Cab
le N
orm
3
2
36.7
87
B
ot
Cab
le T
an
32
0.5
16
Gu
y B
B
ott
om
Ten
sion
68
45.7
11
T
op
Ten
sion
6
8
45.9
89
T
op
Cab
le V
ert
68
28.0
22
T
op
Cab
le N
orm
6
8
36.4
65
T
op
Cab
le T
an
68
0.0
29
B
ot
Cab
le V
ert
68
-27
.14
6
B
ot
Cab
le N
orm
6
8
36.7
74
B
ot
Cab
le T
an
68
0.5
16
Gu
y C
B
ott
om
Ten
sion
20
45.6
41
T
op
Ten
sion
2
0
45.9
19
T
op
Cab
le V
ert
20
27.9
81
T
op
Cab
le N
orm
2
0
36.4
10
T
op
Cab
le T
an
20
0.0
27
B
ot
Cab
le V
ert
20
-27
.10
4
B
ot
Cab
le N
orm
2
0
36.7
18
B
ot
Cab
le T
an
20
0.5
14
Top
Gu
y P
ull
-Off
M
ax T
ensi
on
31
18.9
42
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
1
0.0
00
0.0
00
0.0
00
M
ax. M
x
54
17.2
20
0.0
32
0.0
00
M
ax. M
y
10
10.8
94
0.0
00
-0.0
00
M
ax.
Vy
54
-0.0
26
0.0
00
0.0
00
M
ax.
Vx
10
0.0
00
0.0
00
0.0
00
T1
3
160
- 1
40
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
48
-93
.26
6
-0.1
24
0.1
12
M
ax. M
x
30
-91
.47
2
0.2
00
0.0
84
M
ax. M
y
6
-91
.41
2
-0.0
05
-0.2
31
M
ax.
Vy
23
-0.0
90
-0.0
68
0.0
57
M
ax.
Vx
5
0.0
92
0.0
43
0.0
39
Dia
gon
al
Max
Ten
sion
23
3.0
67
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
23
-3.0
17
0.0
00
0.0
00
M
ax. M
x
12
0.2
68
0.0
14
-0.0
00
M
ax. M
y
24
-2.4
90
0.0
03
0.0
01
M
ax.
Vy
12
-0.0
06
0.0
14
-0.0
00
M
ax.
Vx
24
-0.0
00
0.0
03
0.0
01
T1
4
140
- 1
20
Leg
M
ax T
ensi
on
30
0.3
35
0.1
60
0.0
89
M
ax. C
om
pre
ssio
n
48
-93
.68
4
-0.1
14
0.0
95
M
ax. M
x
54
0.1
45
-0.1
95
0.0
92
M
ax. M
y
6
0.1
39
0.0
03
-0.2
24
M
ax.
Vy
51
-0.0
72
0.0
04
0.0
50
M
ax.
Vx
3
-0.0
74
0.0
45
-0.0
20
Dia
gon
al
Max
Ten
sion
69
2.6
31
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
69
-2.5
58
0.0
00
0.0
00
M
ax. M
x
12
-0.0
12
0.0
20
-0.0
00
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 46: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/46.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
36 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax. M
y
25
-1.1
01
0.0
17
0.0
01
M
ax.
Vy
12
-0.0
09
0.0
20
-0.0
00
M
ax.
Vx
25
-0.0
00
0.0
00
0.0
00
T1
5
120
- 1
00
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
2
-85
.34
5
0.0
68
-0.1
41
M
ax. M
x
51
-76
.23
8
0.7
52
-0.4
30
M
ax. M
y
3
-76
.41
1
0.0
06
0.8
67
M
ax.
Vy
51
-0.3
24
0.7
52
-0.4
30
M
ax.
Vx
3
-0.3
72
0.0
06
0.8
67
Dia
gon
al
Max
Ten
sion
69
5.0
38
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
69
-5.6
25
0.0
00
0.0
00
M
ax. M
x
44
-3.7
53
0.0
30
0.0
00
M
ax. M
y
9
-5.4
06
0.0
21
-0.0
04
M
ax.
Vy
3
-0.0
13
0.0
30
-0.0
00
M
ax.
Vx
9
0.0
01
0.0
21
-0.0
04
T1
6
100
- 8
0
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
5
-104
.260
-0.0
82
-0.0
81
M
ax. M
x
51
-76
.49
5
0.7
52
-0.4
30
M
ax. M
y
3
-76
.64
4
0.0
06
0.8
67
M
ax.
Vy
50
0.3
37
0.7
36
-0.4
21
M
ax.
Vx
2
0.3
88
0.0
06
0.8
48
Dia
gon
al
Max
Ten
sion
22
6.2
61
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
22
-6.8
35
0.0
00
0.0
00
M
ax. M
x
2
5.6
96
0.0
50
-0.0
02
M
ax. M
y
63
-4.8
02
-0.0
24
-0.0
04
M
ax.
Vy
2
-0.0
20
0.0
50
-0.0
02
M
ax.
Vx
63
-0.0
01
-0.0
24
-0.0
04
Gu
y A
B
ott
om
Ten
sion
37
35.1
56
T
op
Ten
sion
3
7
35.2
69
T
op
Cab
le V
ert
37
13.8
39
T
op
Cab
le N
orm
3
7
32.4
40
T
op
Cab
le T
an
37
0.0
64
B
ot
Cab
le V
ert
37
-13
.38
4
B
ot
Cab
le N
orm
3
7
32.5
07
B
ot
Cab
le T
an
37
0.3
18
Gu
y B
B
ott
om
Ten
sion
73
35.1
42
T
op
Ten
sion
7
3
35.2
55
T
op
Cab
le V
ert
73
13.8
34
T
op
Cab
le N
orm
7
3
32.4
27
T
op
Cab
le T
an
73
0.0
63
B
ot
Cab
le V
ert
73
-13
.37
9
B
ot
Cab
le N
orm
7
3
32.4
94
B
ot
Cab
le T
an
73
0.3
17
Gu
y C
B
ott
om
Ten
sion
25
35.1
42
T
op
Ten
sion
2
5
35.2
55
T
op
Cab
le V
ert
25
13.8
33
T
op
Cab
le N
orm
2
5
32.4
27
T
op
Cab
le T
an
25
0.0
62
B
ot
Cab
le V
ert
25
-13
.37
9
B
ot
Cab
le N
orm
2
5
32.4
94
B
ot
Cab
le T
an
25
0.3
17
Top
Gu
y P
ull
-Off
M
ax T
ensi
on
31
17.9
74
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
1
0.0
00
0.0
00
0.0
00
M
ax. M
x
30
17.7
17
0.0
32
0.0
00
M
ax. M
y
9
10.0
21
0.0
00
-0.0
00
M
ax.
Vy
30
-0.0
26
0.0
00
0.0
00
M
ax.
Vx
9
0.0
00
0.0
00
0.0
00
T1
7
80 -
60
Leg
M
ax T
ensi
on
54
17.1
87
-0.3
20
0.1
88
M
ax. C
om
pre
ssio
n
11
-130
.422
0.1
27
-0.2
86
M
ax. M
x
30
-110
.052
0.3
62
0.0
75
M
ax. M
y
6
17.1
24
0.0
03
-0.4
05
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 47: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/47.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
37 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax.
Vy
56
0.1
19
-0.0
08
0.0
81
M
ax.
Vx
38
-0.1
19
0.0
02
-0.0
50
Dia
gon
al
Max
Ten
sion
10
3.8
05
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
10
-3.5
32
0.0
00
0.0
00
M
ax. M
x
11
1.5
93
0.0
22
-0.0
01
M
ax. M
y
12
-3.1
73
-0.0
16
-0.0
01
M
ax.
Vy
11
-0.0
10
0.0
22
-0.0
01
M
ax.
Vx
12
-0.0
00
-0.0
16
-0.0
01
T1
8
60 -
40
Leg
M
ax T
ensi
on
54
19.3
78
-0.3
24
0.1
89
M
ax. C
om
pre
ssio
n
11
-134
.945
0.1
31
-0.2
87
M
ax. M
x
24
7.7
68
0.3
63
0.0
43
M
ax. M
y
6
-118
.149
0.0
00
-0.4
10
M
ax.
Vy
20
-0.0
39
0.2
90
0.0
31
M
ax.
Vx
6
-0.0
43
-0.0
00
-0.3
46
Dia
gon
al
Max
Ten
sion
6
1.4
08
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
6
-1.6
32
0.0
00
0.0
00
M
ax. M
x
11
0.1
17
0.0
23
-0.0
01
M
ax. M
y
12
-0.5
65
0.0
21
-0.0
02
M
ax.
Vy
11
-0.0
10
0.0
23
-0.0
01
M
ax.
Vx
12
0.0
01
0.0
00
0.0
00
T1
9
40 -
20
Leg
M
ax T
ensi
on
54
10.2
34
-0.2
97
0.1
74
M
ax. C
om
pre
ssio
n
8
-131
.434
0.1
18
-0.2
54
M
ax. M
x
26
-24
.61
9
0.3
36
0.1
94
M
ax. M
y
2
-24
.62
3
0.0
02
-0.3
88
M
ax.
Vy
50
-0.0
90
-0.0
33
0.1
99
M
ax.
Vx
2
0.0
90
0.0
02
-0.1
57
Dia
gon
al
Max
Ten
sion
6
3.5
63
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
6
-3.5
11
0.0
00
0.0
00
M
ax. M
x
8
-1.2
42
0.0
22
-0.0
01
M
ax. M
y
12
-1.5
90
0.0
16
-0.0
02
M
ax.
Vy
8
-0.0
10
0.0
22
-0.0
01
M
ax.
Vx
12
0.0
01
0.0
00
0.0
00
T2
0
20 -
8.2
70
83
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
44
-109
.234
-0.0
62
0.3
86
M
ax. M
x
59
-94
.51
0
0.7
31
0.2
03
M
ax. M
y
44
-95
.22
0
0.2
28
-0.7
68
M
ax.
Vy
60
-0.2
26
0.7
28
0.1
91
M
ax.
Vx
6
-0.2
37
-0.4
05
0.6
37
Dia
gon
al
Max
Ten
sion
72
4.6
02
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
6
-4.8
17
0.0
00
0.0
00
M
ax. M
x
8
-4.1
85
0.0
22
-0.0
01
M
ax. M
y
12
-2.7
58
0.0
19
-0.0
03
M
ax.
Vy
8
-0.0
10
0.0
22
-0.0
01
M
ax.
Vx
12
0.0
01
0.0
00
0.0
00
T2
1
8.2
708
3 -
0
Leg
M
ax T
ensi
on
1
0.0
00
0.0
00
0.0
00
M
ax. C
om
pre
ssio
n
50
-98
.22
0
-0.5
72
-0.6
86
M
ax. M
x
2
-88
.05
4
-9.5
14
1.0
18
M
ax. M
y
12
-92
.67
1
-0.4
48
1.4
52
M
ax.
Vy
2
28.6
61
0.6
84
-0.3
18
M
ax.
Vx
48
2.5
38
-8.0
11
-1.1
33
Hori
zon
tal
Max
Ten
sion
18
0.1
05
-0.6
46
-0.0
57
M
ax. C
om
pre
ssio
n
42
-0.0
24
-0.0
32
0.0
59
M
ax. M
x
12
-0.0
04
-2.0
37
-0.2
05
M
ax. M
y
12
-0.0
04
-2.0
37
-0.2
05
M
ax.
Vy
12
-1.3
80
-1.7
69
-0.1
21
M
ax.
Vx
12
-0.1
56
-2.0
37
-0.2
05
Top
Gir
t M
ax T
ensi
on
50
19.5
39
-6.2
72
0.0
02
M
ax. C
om
pre
ssio
n
1
0.0
00
0.0
00
0.0
00
M
ax. M
x
2
19.5
38
-7.0
82
-0.1
07
M
ax. M
y
12
16.6
79
-6.6
43
-0.1
70
M
ax.
Vy
12
-0.4
60
-6.6
43
-0.1
70
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 48: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/48.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
38 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Axia
l
K
Majo
r A
xis
Mo
men
t
kip
-ft
Min
or
Axi
s
Mo
men
t
kip
-ft
M
ax.
Vx
12
-0.0
67
-6.6
43
-0.1
70
M
ax
imu
m R
ea
cti
on
s
Lo
cati
on
Cond
itio
n
Go
v.
Lo
ad
Co
mb
.
Vert
ica
l
K
Ho
rizo
nta
l, X
K
Ho
rizo
nta
l, Z
K
Mas
t M
ax.
Ver
t 2
242
.89
8
0.0
14
5.5
69
M
ax.
Hx
60
207
.96
0
7.0
20
0.4
14
M
ax.
Hz
6
223
.39
2
0.0
15
6.6
44
M
ax. M
x
1
0.0
00
0.0
18
-0.0
04
M
ax. M
z 1
0.0
00
0.0
18
-0.0
04
M
ax.
Tors
ion
48
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56
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77
M
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ert
1
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0
0.0
18
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04
M
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x
24
207
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7
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0.4
20
M
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2
189
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M
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1
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47
5.8
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@ 2
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Azi
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Max
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M
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96
M
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M
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41
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36
1.8
68
Gu
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@ 2
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t
Ele
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27
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49
1.8
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56
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8
63.8
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7
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M
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26
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1.8
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6
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3.2
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1.8
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Gu
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0.0
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45
M
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56
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3
4.7
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4
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8
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To
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0.0
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1.7
54
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 49: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/49.jpg)
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26
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O1272559
Date
10:1
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9 0
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Acw
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Gu
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223
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2
-0.0
15
-6.6
44
0.0
00
0.0
00
1.7
87
1.2
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1.6
W (
pat
tern
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0 d
eg -
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ce+
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Gu
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239
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-0.0
14
-5.6
41
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222
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6
3.7
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64
0.0
00
0.0
00
2.5
80
1.2
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1.6
W (
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30
deg
-
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ce+
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Gu
y
221
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2
2.7
70
-3.4
13
0.0
00
0.0
00
2.5
66
1.2
D+
1.6
W (
pat
tern
2)
30
deg
-
No I
ce+
1.0
Gu
y
218
.96
7
3.8
11
-5.3
58
0.0
00
0.0
00
2.5
52
1.2
D+
1.6
W (
pat
tern
3)
30
deg
-
No I
ce+
1.0
Gu
y
219
.96
4
3.7
62
-5.2
93
0.0
00
0.0
00
2.5
82
1.2
D+
1.6
W (
pat
tern
4)
30
deg
-
No I
ce+
1.0
Gu
y
208
.07
0
3.8
47
-5.8
43
0.0
00
0.0
00
2.8
18
1.2
D+
1.6
W (
pat
tern
5)
30
deg
-
No I
ce+
1.0
Gu
y
220
.56
6
3.7
10
-5.1
07
0.0
00
0.0
00
2.6
18
1.2
Dea
d+
1.6
Win
d 6
0 d
eg -
No
Ice+
1.0
Gu
y
196
.76
1
6.2
02
-3.5
91
0.0
00
0.0
00
1.0
93
1.2
D+
1.6
W (
pat
tern
1)
60
deg
-
No I
ce+
1.0
Gu
y
196
.13
2
4.5
94
-2.6
63
0.0
00
0.0
00
1.0
97
1.2
D+
1.6
W (
pat
tern
2)
60
deg
-
No I
ce+
1.0
Gu
y
195
.06
6
6.3
71
-3.6
89
0.0
00
0.0
00
1.0
98
1.2
D+
1.6
W (
pat
tern
3)
60
deg
-
No I
ce+
1.0
Gu
y
195
.50
9
6.3
18
-3.6
58
0.0
00
0.0
00
1.0
94
1.2
D+
1.6
W (
pat
tern
4)
60
deg
-
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ce+
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Gu
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189
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8
6.5
06
-3.7
65
0.0
00
0.0
00
1.2
26
1.2
D+
1.6
W (
pat
tern
5)
60
deg
-
No I
ce+
1.0
Gu
y
195
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2
6.2
06
-3.5
93
0.0
00
0.0
00
1.0
93
1.2
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1.6
Win
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0 d
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1.0
Gu
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222
.48
0
6.2
29
-0.6
88
0.0
00
0.0
00
-0.7
77
1.2
D+
1.6
W (
pat
tern
1)
90
deg
-
No I
ce+
1.0
Gu
y
221
.07
6
4.3
31
-0.7
05
0.0
00
0.0
00
-0.7
51
1.2
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1.6
W (
pat
tern
2)
90
deg
-
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ce+
1.0
Gu
y
218
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1
6.5
37
-0.6
34
0.0
00
0.0
00
-0.7
32
1.2
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1.6
W (
pat
tern
3)
90
deg
-
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Gu
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219
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9
6.4
56
-0.6
23
0.0
00
0.0
00
-0.7
73
1.2
D+
1.6
W (
pat
tern
4)
90
deg
-
No I
ce+
1.0
Gu
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207
.95
7
6.9
76
-0.4
20
0.0
00
0.0
00
-0.8
02
1.2
D+
1.6
W (
pat
tern
5)
90
deg
-
No I
ce+
1.0
Gu
y
220
.46
4
6.2
68
-0.6
71
0.0
00
0.0
00
-0.8
15
1.2
Dea
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1.6
Win
d 1
20
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-
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ce+
1.0
Gu
y
242
.78
8
4.8
06
2.7
86
0.0
00
0.0
00
-0.7
48
1.2
D+
1.6
W (
pat
tern
1)
120
deg
- N
o I
ce+
1.0
Gu
y
240
.99
5
3.0
36
1.7
65
0.0
00
0.0
00
-0.7
56
1.2
D+
1.6
W (
pat
tern
2)
120
deg
- N
o I
ce+
1.0
Gu
y
238
.06
3
5.1
87
3.0
06
0.0
00
0.0
00
-0.7
61
1.2
D+
1.6
W (
pat
tern
3)
120
deg
- N
o I
ce+
1.0
Gu
y
239
.26
6
5.0
84
2.9
47
0.0
00
0.0
00
-0.7
54
1.2
D+
1.6
W (
pat
tern
4)
120
deg
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1.0
Gu
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223
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8
5.7
38
3.3
25
0.0
00
0.0
00
-0.6
83
1.2
D+
1.6
W (
pat
tern
5)
120
deg
- N
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1.0
Gu
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239
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4
4.8
69
2.8
22
0.0
00
0.0
00
-0.7
51
1.2
Dea
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Win
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50
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1.0
Gu
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222
.48
9
2.5
05
5.7
55
0.0
00
0.0
00
-0.4
91
1.2
D+
1.6
W (
pat
tern
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150
deg
- N
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1.0
Gu
y
221
.08
5
1.5
41
4.1
20
0.0
00
0.0
00
-0.5
26
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 50: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/50.jpg)
tt nnxx
TToo
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Jo
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Mulb
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78-0
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Pag
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Ja
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Bell
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oad
Pro
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BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
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00
FA
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770
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1
Cli
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Vert
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K
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1.2
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1.6
W (
pat
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150
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o I
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1.0
Gu
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218
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1
2.7
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5.9
95
0.0
00
0.0
00
-0.5
52
1.2
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1.6
W (
pat
tern
3)
150
deg
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o I
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1.0
Gu
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219
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8
2.6
74
5.9
20
0.0
00
0.0
00
-0.5
02
1.2
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1.6
W (
pat
tern
4)
150
deg
- N
o I
ce+
1.0
Gu
y
207
.91
6
3.1
12
6.2
72
0.0
00
0.0
00
-0.3
29
1.2
D+
1.6
W (
pat
tern
5)
150
deg
- N
o I
ce+
1.0
Gu
y
220
.47
2
2.5
40
5.7
81
0.0
00
0.0
00
-0.4
56
1.2
Dea
d+
1.6
Win
d 1
80
deg
-
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ce+
1.0
Gu
y
196
.75
4
-0.0
28
7.1
87
0.0
00
0.0
00
-1.7
96
1.2
D+
1.6
W (
pat
tern
1)
180
deg
- N
o I
ce+
1.0
Gu
y
196
.12
5
-0.0
28
5.3
30
0.0
00
0.0
00
-1.8
03
1.2
D+
1.6
W (
pat
tern
2)
180
deg
- N
o I
ce+
1.0
Gu
y
195
.05
8
-0.0
27
7.3
82
0.0
00
0.0
00
-1.8
07
1.2
D+
1.6
W (
pat
tern
3)
180
deg
- N
o I
ce+
1.0
Gu
y
195
.50
2
-0.0
27
7.3
20
0.0
00
0.0
00
-1.8
00
1.2
D+
1.6
W (
pat
tern
4)
180
deg
- N
o I
ce+
1.0
Gu
y
189
.62
8
-0.0
23
7.5
39
0.0
00
0.0
00
-1.8
24
1.2
D+
1.6
W (
pat
tern
5)
180
deg
- N
o I
ce+
1.0
Gu
y
195
.80
6
-0.0
28
7.1
91
0.0
00
0.0
00
-1.7
95
1.2
Dea
d+
1.6
Win
d 2
10
deg
-
No I
ce+
1.0
Gu
y
222
.50
0
-2.5
55
5.7
65
0.0
00
0.0
00
-2.5
60
1.2
D+
1.6
W (
pat
tern
1)
210
deg
- N
o I
ce+
1.0
Gu
y
221
.09
7
-1.5
92
4.1
30
0.0
00
0.0
00
-2.5
47
1.2
D+
1.6
W (
pat
tern
2)
210
deg
- N
o I
ce+
1.0
Gu
y
218
.88
2
-2.7
56
6.0
05
0.0
00
0.0
00
-2.5
32
1.2
D+
1.6
W (
pat
tern
3)
210
deg
- N
o I
ce+
1.0
Gu
y
219
.87
9
-2.7
25
5.9
30
0.0
00
0.0
00
-2.5
62
1.2
D+
1.6
W (
pat
tern
4)
210
deg
- N
o I
ce+
1.0
Gu
y
208
.03
2
-3.1
56
6.2
77
0.0
00
0.0
00
-2.8
00
1.2
D+
1.6
W (
pat
tern
5)
210
deg
- N
o I
ce+
1.0
Gu
y
220
.48
2
-2.5
90
5.7
91
0.0
00
0.0
00
-2.5
98
1.2
Dea
d+
1.6
Win
d 2
40
deg
-
No I
ce+
1.0
Gu
y
242
.79
4
-4.8
56
2.7
99
0.0
00
0.0
00
-1.0
96
1.2
D+
1.6
W (
pat
tern
1)
240
deg
- N
o I
ce+
1.0
Gu
y
241
.00
0
-3.0
86
1.7
77
0.0
00
0.0
00
-1.1
05
1.2
D+
1.6
W (
pat
tern
2)
240
deg
- N
o I
ce+
1.0
Gu
y
238
.06
9
-5.2
37
3.0
19
0.0
00
0.0
00
-1.1
08
1.2
D+
1.6
W (
pat
tern
3)
240
deg
- N
o I
ce+
1.0
Gu
y
239
.27
1
-5.1
34
2.9
59
0.0
00
0.0
00
-1.1
00
1.2
D+
1.6
W (
pat
tern
4)
240
deg
- N
o I
ce+
1.0
Gu
y
223
.37
9
-5.7
82
3.3
33
0.0
00
0.0
00
-1.2
13
1.2
D+
1.6
W (
pat
tern
5)
240
deg
- N
o I
ce+
1.0
Gu
y
239
.85
8
-4.9
18
2.8
35
0.0
00
0.0
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96
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Dea
d+
1.6
Win
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70
deg
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ce+
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Gu
y
222
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8
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76
-0.6
78
0.0
00
0.0
00
0.7
38
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D+
1.6
W (
pat
tern
1)
270
deg
- N
o I
ce+
1.0
Gu
y
221
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4
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78
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95
0.0
00
0.0
00
0.7
13
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1.6
W (
pat
tern
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270
deg
- N
o I
ce+
1.0
Gu
y
218
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0
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84
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24
0.0
00
0.0
00
0.6
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1.6
W (
pat
tern
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270
deg
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o I
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Gu
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219
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14
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0.7
36
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1.6
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pat
tern
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270
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ce+
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Gu
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207
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20
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14
0.0
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W (
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270
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Gu
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Dea
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Win
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196
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42
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83
0.0
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0.0
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0.8
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1.6
W (
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tern
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300
deg
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54
0.0
00
0.0
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W (
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tern
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300
deg
1
95
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11
-3.6
80
0.0
00
0.0
00
0.8
28
Rev
iew
ed F
or C
ode
Com
plia
nce
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tt nnxx
TToo
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Mulb
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Pag
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26
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O1272559
Date
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9 0
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Acw
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W (
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tern
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Gu
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195
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46
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85
0.0
00
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Dea
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Win
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30
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-
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ce+
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Gu
y
222
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36
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61
0.0
00
0.0
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W (
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330
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9
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09
0.0
00
0.0
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W (
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330
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o I
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Gu
y
218
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5
-3.8
43
-5.3
55
0.0
00
0.0
00
0.5
69
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D+
1.6
W (
pat
tern
3)
330
deg
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o I
ce+
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Gu
y
219
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1
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94
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90
0.0
00
0.0
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0.5
20
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1.6
W (
pat
tern
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330
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Gu
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207
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7
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80
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44
0.0
00
0.0
00
0.3
47
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D+
1.6
W (
pat
tern
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330
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Gu
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220
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3
-3.7
41
-5.1
04
0.0
00
0.0
00
0.4
75
Dea
d+
Win
d 0
deg
-
Ser
vic
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110
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8
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00
0.0
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43
Dea
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Win
d 3
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Ser
vic
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26
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00
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Win
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5
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51
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12
0.0
00
0.0
00
-0.0
66
Dea
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Win
d 1
20
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-
Ser
vic
e+G
uy
110
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3
0.9
53
0.5
64
0.0
00
0.0
00
-0.1
06
Dea
d+
Win
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50
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Ser
vic
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110
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4
0.5
24
0.9
25
0.0
00
0.0
00
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02
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Win
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80
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Ser
vic
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3
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18
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49
0.0
00
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00
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30
Dea
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Win
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10
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Ser
vic
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110
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4
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60
0.9
25
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00
0.0
00
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14
Dea
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Win
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40
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Ser
vic
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110
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1
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89
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65
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Win
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4
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87
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13
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00
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Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 52: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/52.jpg)
tt nnxx
TToo
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O1272559
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9 0
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Rev
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![Page 53: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/53.jpg)
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Rev
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![Page 54: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/54.jpg)
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O1272559
Date
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9 0
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Rev
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ode
Com
plia
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![Page 55: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/55.jpg)
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TToo
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81
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O1272559
Date
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9 0
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6.1
99
0.3
42
1
Gu
sset
Bea
rin
g
T5
2
40
Leg
A
32
5N
0
.875
4
12.2
94
40.5
89
0.3
03
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
1.6
39
6.9
60
0.2
35
1
Mem
ber
Bea
rin
g
Sec
on
dar
y
Hori
zon
tal
A3
25
N
0.5
00
1
1.8
00
6.1
99
0.2
90
1
Gu
sset
Bea
rin
g
T6
2
36
Dia
gon
al
A3
25
N
0.5
00
1
1.0
05
3.1
27
0.3
21
1
Mem
ber
Blo
ck
Sh
ear
Sec
on
dar
y
Hori
zon
tal
A3
25
N
0.5
00
1
1.8
73
6.1
99
0.3
02
1
Gu
sset
Bea
rin
g
T7
2
32
Dia
gon
al
A3
25
X
0.5
00
1
4.3
51
6.1
99
0.7
02
1
Gu
sset
Bea
rin
g
Sec
on
dar
y
Hori
zon
tal
A3
25
N
0.5
00
1
4.0
38
6.1
99
0.6
51
1
Gu
sset
Bea
rin
g
T8
2
28
Dia
gon
al
A3
25
N
0.5
00
1
6.3
48
6.1
99
1.0
24
1
Gu
sset
Bea
rin
g
Sec
on
dar
y
Hori
zon
tal
A3
25
N
0.5
00
1
1.9
29
6.1
99
0.3
11
1
Gu
sset
Bea
rin
g
T9
2
24
Dia
gon
al
A3
25
N
0.5
00
1
5.1
18
6.1
99
0.8
26
1
Gu
sset
Bea
rin
g
Top
Gu
y
Pu
ll-O
ff@
22
1
A3
25
X
0.8
75
1
11.4
22
11.0
92
1.0
30
1
Gu
sset
Bea
rin
g
T1
0
220
Leg
A
32
5N
0
.875
4
5.4
89
40.5
89
0.1
35
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
4.0
12
4.6
90
0.8
55
1
Mem
ber
Blo
ck
Sh
ear
T1
1
200
Leg
A
32
5N
0
.875
4
6.7
92
40.5
89
0.1
67
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.6
25
1
6.4
64
7.7
48
0.8
34
1
Mem
ber
Blo
ck
Sh
ear
T1
2
180
Leg
A
32
5N
0
.875
4
6.8
11
40.5
89
0.1
68
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.6
25
1
5.6
71
5.8
11
0.9
76
1
Mem
ber
Blo
ck
Sh
ear
Top
Gu
y
Pu
ll-O
ff@
18
0
A3
25
N
0.7
50
2
9.4
71
22.2
94
0.4
25
1
Mem
ber
Blo
ck
Sh
ear
T1
3
160
Leg
A
32
5N
0
.875
4
7.7
72
40.5
89
0.1
91
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
3.0
67
3.1
27
0.9
81
1
Mem
ber
Blo
ck
Sh
ear
T1
4
140
Leg
A
32
5N
0
.875
4
7.3
64
40.5
89
0.1
81
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
2.6
31
4.6
90
0.5
61
1
Mem
ber
Blo
ck
Sh
ear
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 56: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/56.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
46 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Bo
lt
Gra
de
Bo
lt S
ize
in
Nu
mb
er
Of
Bo
lts
Maxim
um
Lo
ad
per
Bo
lt
K
All
ow
ab
le
Lo
ad
K
Ra
tio
Lo
ad
All
ow
ab
le
All
ow
ab
le
Ra
tio
Cri
teri
a
T1
5
120
Leg
A
32
5N
0
.875
4
6.3
68
40.5
89
0.1
57
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
5.0
38
6.1
99
0.8
13
1
Gu
sset
Bea
rin
g
T1
6
100
Leg
A
32
5N
0
.875
4
8.6
88
40.5
89
0.2
14
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.6
25
1
6.2
61
7.7
48
0.8
08
1
Mem
ber
Blo
ck
Sh
ear
Top
Gu
y
Pu
ll-O
ff@
10
0
A3
25
N
0.7
50
2
8.9
87
22.2
94
0.4
03
1
Mem
ber
Blo
ck
Sh
ear
T1
7
80
Leg
A
32
5N
0
.875
4
10.8
68
40.5
89
0.2
68
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
3.8
05
4.6
90
0.8
11
1
Mem
ber
Blo
ck
Sh
ear
T1
8
60
Leg
A
32
5N
0
.875
4
11.1
21
40.5
89
0.2
74
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
1.4
08
4.6
90
0.3
00
1
Mem
ber
Blo
ck
Sh
ear
T1
9
40
Leg
A
32
5N
0
.875
4
9.6
24
40.5
89
0.2
37
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
3.5
63
4.6
90
0.7
60
1
Mem
ber
Blo
ck
Sh
ear
T2
0
20
Leg
A
32
5N
0
.875
4
7.9
35
40.5
89
0.1
95
1
Bolt
Ten
sion
Dia
gon
al
A3
25
N
0.5
00
1
4.6
02
4.6
90
0.9
81
1
Mem
ber
Blo
ck
Sh
ear
T2
1
8.2
708
3
Leg
A
32
5N
0
.875
4
8.1
70
40.5
89
0.2
01
1
Bolt
Ten
sion
Gu
y D
es
ign
Da
ta
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Init
ial
Ten
sion
K
Bre
akin
g
Lo
ad
K
Actu
al
Tu
K
All
ow
ab
le
φT
n
K
Requ
ired
S.F
.
Actu
al
S.F
.
T2
2
80
.00
0 (
A)
(574
)
3/4
EH
S
5.8
30
58.3
00
24.0
95
34.9
80
1.0
00
1.4
52
2
80
.00
0 (
A)
(575
)
3/4
EH
S
5.8
30
58.3
00
23.8
98
34.9
80
1.0
00
1.4
64
2
80
.00
0 (
B)
(568
)
3/4
EH
S
5.8
30
58.3
00
23.8
73
34.9
80
1.0
00
1.4
65
2
80
.00
0 (
B)
(569
)
3/4
EH
S
5.8
30
58.3
00
24.0
91
34.9
80
1.0
00
1.4
52
2
80
.00
0 (
C)
(556
)
3/4
EH
S
5.8
30
58.3
00
23.9
38
34.9
80
1.0
00
1.4
61
2
80
.00
0 (
C)
(557
)
3/4
EH
S
5.8
30
58.3
00
23.9
18
34.9
80
1.0
00
1.4
62
2
80
.00
0 (
A)
(582
)
3/4
EH
S
5.8
30
58.3
00
24.1
88
34.9
80
1.0
00
1.4
46
2
80
.00
0 (
B)
(581
)
3/4
EH
S
5.8
30
58.3
00
24.1
60
34.9
80
1.0
00
1.4
48
2
80
.00
0 (
C)
(580
)
3/4
EH
S
5.8
30
58.3
00
24.2
28
34.9
80
1.0
00
1.4
44
T9
2
21
.00
0 (
A)
(555
)
5/8
EH
S
4.2
40
42.4
00
24.0
73
25.4
40
1.0
00
1.0
57
2
21
.00
0 (
B)
(554
)
5/8
EH
S
4.2
40
42.4
00
24.0
70
25.4
40
1.0
00
1.0
57
2
21
.00
0 (
C)
(550
)
5/8
EH
S
4.2
40
42.4
00
24.0
35
25.4
40
1.0
00
1.0
58
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 57: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/57.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
47 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
Init
ial
Ten
sion
K
Bre
akin
g
Lo
ad
K
Actu
al
Tu
K
All
ow
ab
le
φT
n
K
Requ
ired
S.F
.
Actu
al
S.F
.
T1
2
180
.00
0 (
A)
(549
)
7/8
EH
S
7.9
70
79.7
00
46.0
06
47.8
20
1.0
00
1.0
39
1
80
.00
0 (
B)
(548
)
7/8
EH
S
7.9
70
79.7
00
45.9
89
47.8
20
1.0
00
1.0
40
1
80
.00
0 (
C)
(544
)
7/8
EH
S
7.9
70
79.7
00
45.9
19
47.8
20
1.0
00
1.0
41
T1
6
100
.00
0 (
A)
(543
)
3/4
EH
S
5.8
30
58.3
00
35.2
69
34.9
80
1.0
00
0.9
92
1
00
.00
0 (
B)
(542
)
3/4
EH
S
5.8
30
58.3
00
35.2
55
34.9
80
1.0
00
0.9
92
1
00
.00
0 (
C)
(538
)
3/4
EH
S
5.8
30
58.3
00
35.2
55
34.9
80
1.0
00
0.9
92
Co
mp
res
sio
n C
he
ck
s
Le
g D
es
ign
Da
ta (
Co
mp
res
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
3
00
- 2
80
RO
HN
2.5
EH
2
0.0
00
4.0
00
51.9
K=
1.0
0
2.2
54
-41
.98
1
83.2
52
0.5
04
1
T
2
280
- 2
60
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-72
.84
4
119
.11
7
0.6
12
1
T
3
260
- 2
56
RO
HN
3 E
H
4.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-82
.34
0
119
.11
7
0.6
91
1
T
4
256
- 2
40
RO
HN
3 E
H
16.0
00
2.0
00
21.1
K=
1.0
0
3.0
16
-104
.352
131
.36
2
0.7
94
1
T
5
240
- 2
36
RO
HN
3 E
H
4.0
00
2.0
00
21.1
K=
1.0
0
3.0
16
-103
.940
131
.36
2
0.7
91
1
T
6
236
- 2
32
RO
HN
3 E
H
4.0
00
2.0
00
21.1
K=
1.0
0
3.0
16
-102
.553
131
.36
2
0.7
81
1
T
7
232
- 2
28
RO
HN
3 E
H
4.0
00
2.0
00
21.1
K=
1.0
0
3.0
16
-99
.11
2
131
.36
2
0.7
54
1
T
8
228
- 2
24
RO
HN
3 E
H
4.0
00
2.0
00
21.1
K=
1.0
0
3.0
16
-81
.77
0
131
.36
2
0.6
22
1
T
9
224
- 2
20
RO
HN
3 E
H
4.0
00
1.0
00
10.6
K=
1.0
0
3.0
16
-85
.71
2
134
.61
5
0.6
37
1
T
10
220
- 2
00
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-80
.94
5
119
.11
7
0.6
80
1
T
11
200
- 1
80
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-81
.50
4
119
.11
7
0.6
84
1
T
12
180
- 1
60
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-82
.79
7
119
.11
7
0.6
95
1
T
13
160
- 1
40
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-93
.26
6
119
.11
7
0.7
83
1
T
14
140
- 1
20
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-93
.68
4
119
.11
7
0.7
86
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 58: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/58.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
48 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
5
120
- 1
00
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-85
.34
6
119
.11
7
0.7
16
1
T
16
100
- 8
0
RO
HN
3 E
H
20.0
00
4.0
00
42.2
K=
1.0
0
3.0
16
-104
.260
119
.11
7
0.8
75
1
T
17
80 -
60
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
K=
1.0
0
3.6
78
-130
.422
149
.97
5
0.8
70
1
T
18
60 -
40
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
K=
1.0
0
3.6
78
-134
.945
149
.97
5
0.9
00
1
T
19
40 -
20
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
K=
1.0
0
3.6
78
-131
.434
149
.97
5
0.8
76
1
T
20
20 -
8.2
70
83
RO
HN
3.5
EH
1
1.7
29
3.9
10
35.9
K=
1.0
0
3.6
78
-109
.234
150
.63
7
0.7
25
1
T
21
8.2
708
3 -
0
RO
HN
4 E
H
8.7
68
4.2
07
34.2
K=
1.0
0
4.4
07
-98
.22
0
182
.08
6
0.5
39
1
1 P
u
/ φ
Pn c
ontr
ols
Dia
go
na
l D
esig
n D
ata
(C
om
pre
ssio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
3
00
- 2
80
L2
x2
x1
/4
6.4
36
2.9
45
97.8
K=
1.0
8
0.9
38
-4.8
70
18.3
70
0.2
65
1
T
2
280
- 2
60
L2
x2
x1
/4
6.4
36
2.8
34
95.2
K=
1.0
9
0.9
38
-8.1
57
18.8
55
0.4
33
1
T
3
260
- 2
56
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
119
.8
K=
1.0
0
0.5
27
-4.7
24
8.0
24
0.5
89
1
T
4
256
- 2
40
L1
1/2
x1 1
/2x3
/16
6.4
36
3.0
32
124
.0
K=
1.0
0
0.5
27
-4.2
07
7.6
03
0.5
53
1
T
5
240
- 2
36
L1
1/2
x1 1
/2x1
/8
6.4
36
3.0
32
122
.8
K=
1.0
0
0.3
59
-1.6
39
5.2
62
0.3
11
1
T
6
236
- 2
32
L1
1/2
x1 1
/2x1
/8
6.4
36
3.0
32
122
.8
K=
1.0
0
0.3
59
-1.9
56
5.2
62
0.3
72
1
T
7
232
- 2
28
L2
x2
x1
/4
6.4
36
3.0
32
93.0
K=
1.0
0
0.9
38
-5.3
56
22.4
13
0.2
39
1
T
8
228
- 2
24
L2
x2
x3
/16
6.4
36
3.0
32
92.3
K=
1.0
0
0.7
15
-6.9
28
14.7
88
0.4
68
1
T
9
224
- 2
20
L2
x2
x3
/16
6.4
36
2.9
07
96.4
K=
1.0
9
0.7
15
-5.7
50
14.2
04
0.4
05
1
T
10
220
- 2
00
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
119
.8
K=
1.0
0
0.5
27
-4.0
13
8.0
24
0.5
00
1
T
11
200
- 1
80
L1
3/4
x1 3
/4x1
/4
6.4
36
2.9
12
106
.8
K=
1.0
4
0.8
13
-7.0
43
14.4
45
0.4
88
1
T
12
180
- 1
60
L1
3/4
x1 3
/4x3
/16
6.4
36
2.9
12
106
.3
K=
1.0
4
0.6
21
-6.2
20
11.1
00
0.5
60
1
T
13
160
- 1
40
L1
1/2
x1 1
/2x1
/8
6.4
36
2.9
28
119
.0
K=
1.0
0
0.3
59
-3.0
17
5.5
28
0.5
46
1
T
14
140
- 1
20
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
119
.8
K=
1.0
0
0.5
27
-2.5
58
8.0
24
0.3
19
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 59: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/59.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
49 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
5
120
- 1
00
L1
1/2
x1 1
/2x1
/4
6.4
36
2.9
28
120
.3
K=
1.0
0
0.6
88
-5.6
25
10.3
97
0.5
41
1
T
16
100
- 8
0
L1
3/4
x1 3
/4x1
/4
6.4
36
2.9
12
106
.8
K=
1.0
4
0.8
13
-6.8
35
14.4
45
0.4
73
1
T
17
80 -
60
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
01
119
.0
K=
1.0
0
0.5
27
-3.5
32
8.1
07
0.4
36
1
T
18
60 -
40
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
01
119
.0
K=
1.0
0
0.5
27
-1.6
32
8.1
07
0.2
01
1
T
19
40 -
20
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
01
119
.0
K=
1.0
0
0.5
27
-3.5
11
8.1
07
0.4
33
1
T
20
20 -
8.2
70
83
L1
1/2
x1 1
/2x3
/16
6.3
80
2.8
75
118
.2
K=
1.0
1
0.5
27
-4.8
17
8.1
88
0.5
88
1
1 P
u
/ φ
Pn c
ontr
ols
Ho
rizo
nta
l D
es
ign
Da
ta (
Co
mp
ressio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
1
8.2
708
3 -
0
(BP
) C
14.5
x2
x3/1
6
2.4
19
2.0
44
66.3
K=
1.0
0
3.3
98
-0.0
24
87.3
56
0.0
00
1
1 P
u
/ φ
Pn c
ontr
ols
Se
co
nd
ary
Ho
rizo
nta
l D
es
ign
Da
ta (
Co
mp
res
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T4
2
56
- 2
40
L2
x2
x1
/4
5.0
42
2.3
75
72.9
K=
1.0
0
0.9
38
-1.8
07
22.9
76
0.0
79
1
T
5
240
- 2
36
L2
x2
x1
/4
5.0
42
2.3
75
72.9
K=
1.0
0
0.9
38
-1.8
00
22.9
76
0.0
78
1
T
6
236
- 2
32
L2
x2
x1
/4
5.0
42
2.3
75
72.9
K=
1.0
0
0.9
38
-1.7
76
22.9
76
0.0
77
1
T
7
232
- 2
28
L2
x2
x1
/4
5.0
42
2.3
75
72.9
K=
1.0
0
0.9
38
-2.3
95
22.9
76
0.1
04
1
T
8
228
- 2
24
L2
x2
x1
/4
5.0
42
2.3
75
72.9
K=
1.0
0
0.9
38
-1.4
16
22.9
76
0.0
62
1
1 P
u
/ φ
Pn c
ontr
ols
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 60: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/60.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
50 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
To
p G
irt
De
sig
n D
ata
(C
om
pre
ssio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
3
00
- 2
80
L1
3/4
x1 3
/4x3
/16
5.0
42
4.5
63
159
.4
K=
1.0
0
0.6
21
-1.2
66
5.5
21
0.2
29
1
1 P
u
/ φ
Pn c
ontr
ols
Bo
tto
m G
irt
De
sig
n D
ata
(C
om
pre
ss
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60
L4
x2
x1
/4
5.0
42
4.3
54
120
.5
K=
1.0
0
1.4
38
-0.0
57
21.4
98
0.0
03
1
1 P
u
/ φ
Pn c
ontr
ols
To
p G
uy P
ull
-Off
De
sig
n D
ata
(C
om
pre
ss
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
5.0
42
4.8
02
105
.0
K=
1.0
0
2.3
80
-6.2
52
43.1
42
0.1
45
1
2L
'a' >
21
.10
0 i
n -
56
1
1 P
u
/ φ
Pn c
ontr
ols
To
p G
uy P
ull
-Off
Be
nd
ing
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Mu
x
kip
-ft
φM
nx
kip
-ft
Ra
tio
Mu
x
φM
nx
Mu
y
kip
-ft
φM
ny
kip
-ft
Ra
tio
Mu
y
φM
ny
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.0
00
4.3
74
0.0
00
0.0
00
3.4
88
0.0
00
To
p G
uy P
ull
-Off
In
tera
cti
on
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Ra
tio
Pu
φP
n
Ra
tio
Mu
x
φM
nx
Ra
tio
Mu
y
φM
ny
Co
mb
.
Str
ess
Ra
tio
All
ow
.
Str
ess
Ra
tio
Cri
teri
a
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 61: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/61.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
51 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
Ra
tio
Pu
φP
n
Ra
tio
Mu
x
φM
nx
Ra
tio
Mu
y
φM
ny
Co
mb
.
Str
ess
Ra
tio
All
ow
.
Str
ess
Ra
tio
Cri
teri
a
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.1
45
0.0
00
0.0
00
0.1
45
1
1.0
00
4.8
.1
1 P
u
/ φ
Pn c
ontr
ols
Bo
tto
m G
uy P
ull
-Off
De
sig
n D
ata
(C
om
pre
ss
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
5.0
42
4.7
50
104
.6
K=
1.0
0
2.3
80
-3.4
53
43.3
47
0.0
80
1
2L
'a' >
20
.87
1 i
n -
56
7
1 P
u
/ φ
Pn c
ontr
ols
Bo
tto
m G
uy P
ull
-Off
Be
nd
ing
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Mu
x
kip
-ft
φM
nx
kip
-ft
Ra
tio
Mu
x
φM
nx
Mu
y
kip
-ft
φM
ny
kip
-ft
Ra
tio
Mu
y
φM
ny
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.0
00
4.3
74
0.0
00
0.0
00
3.4
88
0.0
00
Bo
tto
m G
uy P
ull
-Off
In
tera
cti
on
Des
ign
Da
ta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
Ra
tio
Pu
φP
n
Ra
tio
Mu
x
φM
nx
Ra
tio
Mu
y
φM
ny
Co
mb
.
Str
ess
Ra
tio
All
ow
.
Str
ess
Ra
tio
Cri
teri
a
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.0
80
0.0
00
0.0
00
0.0
80
1
1.0
00
4.8
.1
1 P
u
/ φ
Pn c
ontr
ols
To
rqu
e-A
rm B
ott
om
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60 (
563
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
K=
0.5
0
1.7
04
-25
.47
4
52.9
49
0.4
81
1
T
2
280
- 2
60 (
564
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
1
.704
-25
.18
8
52.9
49
0.4
76
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 62: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/62.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
52 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
K=
0.5
0
T
2
280
- 2
60 (
572
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
K=
0.5
0
1.7
04
-25
.21
9
52.9
49
0.4
76
1
T
2
280
- 2
60 (
573
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
K=
0.5
0
1.7
04
-25
.59
4
52.9
49
0.4
83
1
T
2
280
- 2
60 (
578
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
K=
0.5
0
1.7
04
-25
.76
6
52.9
49
0.4
87
1
T
2
280
- 2
60 (
579
) R
OH
N 2
.5 S
TD
1
1.4
42
11.2
38
71.2
K=
0.5
0
1.7
04
-25
.82
8
52.9
49
0.4
88
1
1 P
u
/ φ
Pn c
ontr
ols
Te
ns
ion
Ch
ec
ks
Le
g D
es
ign
Da
ta (
Te
ns
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
3
00
- 2
80
RO
HN
2.5
EH
2
0.0
00
4.0
00
51.9
2
.254
37.8
17
101
.40
9
0.3
73
1
T
2
280
- 2
60
RO
HN
3 E
H
20.0
00
4.0
00
42.2
3
.016
18.5
69
135
.71
7
0.1
37
1
T
3
260
- 2
56
RO
HN
3 E
H
4.0
00
4.0
00
42.2
3
.016
23.5
39
135
.71
7
0.1
73
1
T
4
256
- 2
40
RO
HN
3 E
H
16.0
00
2.0
00
21.1
3
.016
48.9
39
135
.71
7
0.3
61
1
T
5
240
- 2
36
RO
HN
3 E
H
4.0
00
2.0
00
21.1
3
.016
49.2
16
135
.71
7
0.3
63
1
T
6
236
- 2
32
RO
HN
3 E
H
4.0
00
2.0
00
21.1
3
.016
48.5
79
135
.71
7
0.3
58
1
T
7
232
- 2
28
RO
HN
3 E
H
4.0
00
2.0
00
21.1
3
.016
46.3
25
135
.71
7
0.3
41
1
T
8
228
- 2
24
RO
HN
3 E
H
4.0
00
2.0
00
21.1
3
.016
26.7
56
135
.71
7
0.1
97
1
T
9
224
- 2
20
RO
HN
3 E
H
4.0
00
3.0
00
31.7
3
.016
13.8
36
135
.71
7
0.1
02
1
T
10
220
- 2
00
RO
HN
3 E
H
20.0
00
4.0
00
42.2
3
.016
7.2
25
135
.71
7
0.0
53
1
T
11
200
- 1
80
RO
HN
3 E
H
20.0
00
4.0
00
42.2
3
.016
6.4
14
135
.71
7
0.0
47
1
T
14
140
- 1
20
RO
HN
3 E
H
20.0
00
4.0
00
42.2
3
.016
0.3
35
135
.71
7
0.0
02
1
T
17
80 -
60
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
3
.678
17.1
87
165
.52
9
0.1
04
1
T
18
60 -
40
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
3
.678
19.3
78
165
.52
9
0.1
17
1
T
19
40 -
20
RO
HN
3.5
EH
2
0.0
00
4.0
00
36.7
3
.678
10.2
34
165
.52
9
0.0
62
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 63: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/63.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
53 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
1 P
u
/ φ
Pn c
ontr
ols
Dia
go
na
l D
esig
n D
ata
(T
en
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
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L ft
Lu
ft
Kl/
r
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in2
Pu
K
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n
K
Ra
tio
Pu
φP
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T1
3
00
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80
L2
x2
x1
/4
6.4
36
2.9
45
60.4
0
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5.1
22
24.4
85
0.2
09
1
T
2
280
- 2
60
L2
x2
x1
/4
6.4
36
2.8
34
59.7
0
.563
8.9
86
24.4
85
0.3
67
1
T
3
260
- 2
56
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
79.7
0
.308
3.9
50
13.3
81
0.2
95
1
T
4
256
- 2
40
L1
1/2
x1 1
/2x3
/16
6.4
36
3.0
32
79.7
0
.308
3.9
40
13.3
81
0.2
94
1
T
5
240
- 2
36
L1
1/2
x1 1
/2x1
/8
6.4
36
3.0
32
78.2
0
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0.7
34
9.1
76
0.0
80
1
T
6
236
- 2
32
L1
1/2
x1 1
/2x1
/8
6.4
36
3.0
32
78.2
0
.211
1.0
05
9.1
76
0.1
09
1
T
7
232
- 2
28
L2
x2
x1
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6.4
36
3.0
32
59.7
0
.586
4.3
51
28.5
83
0.1
52
1
T
8
228
- 2
24
L2
x2
x3
/16
6.4
36
3.0
32
59.0
0
.448
6.3
48
19.5
04
0.3
25
1
T
9
224
- 2
20
L2
x2
x3
/16
6.4
36
2.9
07
59.0
0
.448
5.1
18
19.5
04
0.2
62
1
T
10
220
- 2
00
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
79.7
0
.308
4.0
12
13.3
81
0.3
00
1
T
11
200
- 1
80
L1
3/4
x1 3
/4x1
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6.4
36
2.9
12
68.8
0
.469
6.4
64
20.3
91
0.3
17
1
T
12
180
- 1
60
L1
3/4
x1 3
/4x3
/16
6.4
36
2.9
12
67.8
0
.360
5.6
71
15.6
75
0.3
62
1
T
13
160
- 1
40
L1
1/2
x1 1
/2x1
/8
6.4
36
2.9
28
78.2
0
.211
3.0
67
9.1
76
0.3
34
1
T
14
140
- 1
20
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
28
79.7
0
.308
2.6
31
13.3
81
0.1
97
1
T
15
120
- 1
00
L1
1/2
x1 1
/2x1
/4
6.4
36
2.9
28
81.0
0
.398
5.0
38
17.3
32
0.2
91
1
T
16
100
- 8
0
L1
3/4
x1 3
/4x1
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6.4
36
2.9
12
68.8
0
.469
6.2
61
20.3
91
0.3
07
1
T
17
80 -
60
L1
1/2
x1 1
/2x3
/16
6.4
36
2.9
01
79.0
0
.308
3.8
05
13.3
81
0.2
84
1
T
18
60 -
40
L1
1/2
x1 1
/2x3
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6.4
36
2.9
01
79.0
0
.308
1.4
08
13.3
81
0.1
05
1
T
19
40 -
20
L1
1/2
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/2x3
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36
2.9
01
79.0
0
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63
13.3
81
0.2
66
1
T
20
20 -
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70
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80
2.8
75
78.3
0
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4.6
02
13.3
81
0.3
44
1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 64: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/64.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
54 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
1 P
u
/ φ
Pn c
ontr
ols
Ho
rizo
nta
l D
es
ign
Da
ta (
Te
ns
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
1
8.2
708
3 -
0
(BP
) C
14.5
x2
x3/1
6
2.4
19
2.0
44
66.3
3
.398
0.1
05
110
.10
9
0.0
01
1
1 P
u
/ φ
Pn c
ontr
ols
Se
co
nd
ary
Ho
rizo
nta
l D
es
ign
Da
ta (
Te
ns
ion
)
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T4
2
56
- 2
40
L2
x2
x1
/4
5.0
42
2.3
75
93.6
0
.586
2.1
21
25.5
05
0.0
83
1
T
5
240
- 2
36
L2
x2
x1
/4
5.0
42
2.3
75
93.6
0
.586
1.8
00
25.5
05
0.0
71
1
T
6
236
- 2
32
L2
x2
x1
/4
5.0
42
2.3
75
93.6
0
.586
1.8
73
25.5
05
0.0
73
1
T
7
232
- 2
28
L2
x2
x1
/4
5.0
42
2.3
75
93.6
0
.586
4.0
38
25.5
05
0.1
58
1
T
8
228
- 2
24
L2
x2
x1
/4
5.0
42
2.3
75
93.6
0
.586
1.9
29
25.5
05
0.0
76
1
1 P
u
/ φ
Pn c
ontr
ols
To
p G
irt
De
sig
n D
ata
(T
en
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T1
3
00
- 2
80
L1
3/4
x1 3
/4x3
/16
5.0
42
4.5
63
107
.3
0.3
60
1.1
31
15.6
75
0.0
72
1
T
21
8.2
708
3 -
0
RO
HN
C3
3.2
5x2.2
5x3/1
6
4.8
38
4.4
63
173
.6
7.0
08
19.5
39
227
.05
3
0.0
86
1
1 P
u
/ φ
Pn c
ontr
ols
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 65: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/65.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
55 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Bo
tto
m G
irt
De
sig
n D
ata
(T
en
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60
L4
x2
x1
/4
5.0
42
4.3
54
105
.3
0.9
38
2.8
50
40.7
81
0.0
70
1
1 P
u
/ φ
Pn c
ontr
ols
To
p G
uy P
ull
-Off
De
sig
n D
ata
(T
en
sio
n)
Sect
ion
No.
Ele
vati
on
ft
Siz
e
L ft
Lu
ft
Kl/
r
A
in2
Pu
K
φP
n
K
Ra
tio
Pu
φP
n
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
5.0
42
4.8
02
64.7
1
.504
21.6
54
65.4
13
0.3
31
1
2L
'a' >
21
.10
0 i
n -
56
1
T9
2
24
- 2
20
L3
x3
x1
/4
5.0
42
4.7
50
61.3
0
.892
11.4
22
43.5
09
0.2
63
1
T1
2
180
- 1
60
2L
3x2
x1
/4x3
/8
5.0
42
4.7
50
64.0
1
.457
18.9
42
63.3
74
0.2
99
1
2L
'a' >
20
.87
1 i
n -
54
7
T1
6
100
- 8
0
2L
3x2
x1
/4x3
/8
5.0
42
4.7
50
64.0
1
.457
17.9
74
63.3
74
0.2
84
1
2L
'a' >
20
.87
1 i
n -
54
1
1 P
u
/ φ
Pn c
ontr
ols
To
p G
uy P
ull
-Off
Be
nd
ing
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Mu
x
kip
-ft
φM
nx
kip
-ft
Ra
tio
Mu
x
φM
nx
Mu
y
kip
-ft
φM
ny
kip
-ft
Ra
tio
Mu
y
φM
ny
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.0
00
4.3
74
0.0
00
0.0
00
3.4
88
0.0
00
T9
2
24
- 2
20
L3
x3
x1
/4
-0.0
14
5.4
66
0.0
03
-0.0
14
2.7
65
0.0
05
T1
2
180
- 1
60
2L
3x2
x1
/4x3
/8
0.0
00
4.3
74
0.0
00
0.0
00
3.4
88
0.0
00
T1
6
100
- 8
0
2L
3x2
x1
/4x3
/8
0.0
32
4.3
74
0.0
07
0.0
00
3.4
88
0.0
00
To
p G
uy P
ull
-Off
In
tera
cti
on
De
sig
n D
ata
S
ect
ion
No.
Ele
vati
on
ft
Siz
e
Ra
tio
Pu
φP
n
Ra
tio
Mu
x
φM
nx
Ra
tio
Mu
y
φM
ny
Co
mb
.
Str
ess
Ra
tio
All
ow
.
Str
ess
Ra
tio
Cri
teri
a
T2
2
80
- 2
60
2L
3x2
x1
/4x3
/8
0.3
31
0.0
00
0.0
00
0.3
31
1
1.0
00
4.8
.1
T9
2
24
- 2
20
L3
x3
x1
/4
0.2
63
0.0
03
0.0
05
0.2
63
1
1.0
00
4.8
.1
T1
2
180
- 1
60
2L
3x2
x1
/4x3
/8
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99
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00
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00
4.8
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Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 66: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/66.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
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Pag
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56 o
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cob
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rin
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Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
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00
FA
X:
770
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astle
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Sect
ion
No.
Ele
vati
on
ft
Siz
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Ra
tio
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ny
Co
mb
.
Str
ess
Ra
tio
All
ow
.
Str
ess
Ra
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Cri
teri
a
T
16
100
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0
2L
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1
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1 P
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To
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rm T
op
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on
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L ft
Lu
ft
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r
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in2
Pu
K
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n
K
Ra
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Pu
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n
T2
2
80
- 2
60 (
558
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OH
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.5 S
TD
8
.180
8.0
61
102
.1
1.7
04
25.9
64
76.6
82
0.3
39
1
T
2
280
- 2
60 (
559
) R
OH
N 2
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TD
8
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8.0
61
102
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1.7
04
25.9
99
76.6
82
0.3
39
1
T
2
280
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60 (
570
) R
OH
N 2
.5 S
TD
8
.180
8.0
61
102
.1
1.7
04
25.8
85
76.6
82
0.3
38
1
T
2
280
- 2
60 (
571
) R
OH
N 2
.5 S
TD
8
.180
8.0
61
102
.1
1.7
04
25.9
18
76.6
82
0.3
38
1
T
2
280
- 2
60 (
576
) R
OH
N 2
.5 S
TD
8
.180
8.0
61
102
.1
1.7
04
25.9
62
76.6
82
0.3
39
1
T
2
280
- 2
60 (
577
) R
OH
N 2
.5 S
TD
8
.180
8.0
61
102
.1
1.7
04
25.9
63
76.6
82
0.3
39
1
1 P
u
/ φ
Pn c
ontr
ols
Se
cti
on
Ca
pa
cit
y T
ab
le
Secti
on
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Siz
e C
riti
cal
Ele
men
t
P
K
øP
all
ow
K
%
Capa
cit
y
Pa
ss
Fa
il
T1
3
00
- 2
80
Leg
R
OH
N 2
.5 E
H
1
-41
.98
1
83.2
52
50.4
P
ass
T2
2
80
- 2
60
Leg
R
OH
N 3
EH
3
8
-72
.84
4
119
.11
7
61.2
P
ass
T3
2
60
- 2
56
Leg
R
OH
N 3
EH
7
4
-82
.34
0
119
.11
7
69.1
P
ass
T4
2
56
- 2
40
Leg
R
OH
N 3
EH
8
3
-104
.352
131
.36
2
79.4
P
ass
T5
2
40
- 2
36
Leg
R
OH
N 3
EH
1
22
-103
.940
131
.36
2
79.1
P
ass
T6
2
36
- 2
32
Leg
R
OH
N 3
EH
1
34
-102
.553
131
.36
2
78.1
P
ass
T7
2
32
- 2
28
Leg
R
OH
N 3
EH
1
46
-99
.11
2
131
.36
2
75.4
P
ass
T8
2
28
- 2
24
Leg
R
OH
N 3
EH
1
58
-81
.77
0
131
.36
2
62.2
P
ass
T9
2
24
- 2
20
Leg
R
OH
N 3
EH
1
71
-85
.71
2
134
.61
5
63.7
P
ass
T1
0
220
- 2
00
Leg
R
OH
N 3
EH
1
80
-80
.94
5
119
.11
7
68.0
P
ass
T1
1
200
- 1
80
Leg
R
OH
N 3
EH
2
13
-81
.50
4
119
.11
7
68.4
P
ass
T1
2
180
- 1
60
Leg
R
OH
N 3
EH
2
46
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7
119
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7
69.5
P
ass
T1
3
160
- 1
40
Leg
R
OH
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EH
2
79
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6
119
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7
78.3
P
ass
T1
4
140
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20
Leg
R
OH
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12
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4
119
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7
78.6
P
ass
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5
120
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00
Leg
R
OH
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43
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6
119
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7
71.6
P
ass
T1
6
100
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0
Leg
R
OH
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EH
3
76
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119
.11
7
87.5
P
ass
T1
7
80 -
60
Leg
R
OH
N 3
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H
409
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149
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5
87.0
P
ass
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8
60 -
40
Leg
R
OH
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.5 E
H
442
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149
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5
90.0
P
ass
T1
9
40 -
20
Leg
R
OH
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H
475
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149
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5
87.6
P
ass
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 67: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/67.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
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78-0
18
Pag
e
57 o
f 58
Ja
cob
s E
ng
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rin
g G
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p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
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00
FA
X:
770
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scotta
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on
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ft
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mp
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ent
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cal
Ele
men
t
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K
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all
ow
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%
Capa
cit
y
Pa
ss
Fa
il
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0
20 -
8.2
70
83
Leg
R
OH
N 3
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H
510
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150
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7
72.5
P
ass
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1
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708
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0
Leg
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31
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0
182
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6
53.9
P
ass
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3
00
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80
Dia
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70
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26.5
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Pas
s
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80
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60
Dia
gon
al
L2
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63
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57
18.8
55
43.3
54.6
(b
)
Pas
s
T3
2
60
- 2
56
Dia
gon
al
L1
1/2
x1 1
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78
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24
8.0
24
58.9
84.2
(b
)
Pas
s
T4
2
56
- 2
40
Dia
gon
al
L1
1/2
x1 1
/2x3
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115
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07
7.6
03
55.3
84.0
(b
)
Pas
s
T5
2
40
- 2
36
Dia
gon
al
L1
1/2
x1 1
/2x1
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129
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39
5.2
62
31.1
P
ass
T6
2
36
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32
Dia
gon
al
L1
1/2
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/2x1
/8
141
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56
5.2
62
37.2
P
ass
T7
2
32
- 2
28
Dia
gon
al
L2
x2
x1
/4
153
-5.3
56
22.4
13
23.9
70.2
(b
)
Pas
s
T8
2
28
- 2
24
Dia
gon
al
L2
x2
x3
/16
165
-6.9
28
14.7
88
46.8
102
.4 (
b)
Pas
s
T9
2
24
- 2
20
Dia
gon
al
L2
x2
x3
/16
176
-5.7
50
14.2
04
40.5
82.6
(b
)
Pas
s
T1
0
220
- 2
00
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
186
-4.0
13
8.0
24
50.0
85.5
(b
)
Pas
s
T1
1
200
- 1
80
Dia
gon
al
L1
3/4
x1 3
/4x1
/4
219
-7.0
43
14.4
45
48.8
83.4
(b
)
Pas
s
T1
2
180
- 1
60
Dia
gon
al
L1
3/4
x1 3
/4x3
/16
271
-6.2
20
11.1
00
56.0
97.6
(b
)
Pas
s
T1
3
160
- 1
40
Dia
gon
al
L1
1/2
x1 1
/2x1
/8
304
-3.0
17
5.5
28
54.6
98.1
(b
)
Pas
s
T1
4
140
- 1
20
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
316
-2.5
58
8.0
24
31.9
56.1
(b
)
Pas
s
T1
5
120
- 1
00
Dia
gon
al
L1
1/2
x1 1
/2x1
/4
349
-5.6
25
10.3
97
54.1
81.3
(b
)
Pas
s
T1
6
100
- 8
0
Dia
gon
al
L1
3/4
x1 3
/4x1
/4
403
-6.8
35
14.4
45
47.3
80.8
(b
)
Pas
s
T1
7
80 -
60
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
441
-3.5
32
8.1
07
43.6
81.1
(b
)
Pas
s
T1
8
60 -
40
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
448
-1.6
32
8.1
07
20.1
30.0
(b
)
Pas
s
T1
9
40 -
20
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
481
-3.5
11
8.1
07
43.3
76.0
(b
)
Pas
s
T2
0
20 -
8.2
70
83
Dia
gon
al
L1
1/2
x1 1
/2x3
/16
514
-4.8
17
8.1
88
58.8
98.1
(b
)
Pas
s
T2
1
8.2
708
3 -
0
Hori
zon
tal
(BP
) C
14.5
x2
x3/1
6
536
0.1
05
110
.10
9
9.5
P
ass
T4
2
56
- 2
40
Sec
on
dar
y H
ori
zon
tal
L2
x2
x1
/4
102
2.1
21
25.5
05
8.3
34.2
(b
)
Pas
s
T5
2
40
- 2
36
Sec
on
dar
y H
ori
zon
tal
L2
x2
x1
/4
130
-1.8
00
22.9
76
7.8
29.0
(b
)
Pas
s
T6
2
36
- 2
32
Sec
on
dar
y H
ori
zon
tal
L2
x2
x1
/4
143
-1.7
76
22.9
76
7.7
30.2
(b
)
Pas
s
T7
2
32
- 2
28
Sec
on
dar
y H
ori
zon
tal
L2
x2
x1
/4
155
4.0
38
25.5
05
15.8
65.1
(b
)
Pas
s
T8
2
28
- 2
24
Sec
on
dar
y H
ori
zon
tal
L2
x2
x1
/4
168
1.9
29
25.5
05
7.6
31.1
(b
)
Pas
s
T1
3
00
- 2
80
Top
Gir
t L
1 3
/4x1 3
/4x3
/16
5
-1.2
66
5.5
21
22.9
P
ass
T2
1
8.2
708
3 -
0
Top
Gir
t R
OH
N C
33.2
5x2.2
5x3/1
6
533
19.5
39
227
.05
3
8.6
P
ass
T2
2
80
- 2
60
Bott
om
Gir
t L
4x2
x1
/4
42
2.8
50
40.7
81
7.0
12.3
(b
)
Pas
s
T2
2
80
- 2
60
Gu
y A
@2
80
3/4
5
74
24.0
95
34.9
80
68.9
P
ass
Gu
y A
@2
80
3/4
5
82
24.1
88
34.9
80
69.1
P
ass
T9
2
24
- 2
20
Gu
y A
@2
21
5/8
5
55
24.0
73
25.4
40
94.6
P
ass
T1
2
180
- 1
60
Gu
y A
@1
80
7/8
5
49
46.0
06
47.8
20
96.2
P
ass
T1
6
100
- 8
0
Gu
y A
@1
00
3/4
5
43
35.2
69
34.9
80
100
.8
Pas
s
T2
2
80
- 2
60
Gu
y B
@280
3/4
5
69
24.0
91
34.9
80
68.9
P
ass
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 68: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/68.jpg)
tt nnxx
TToo
wweerr
Jo
b
Mulb
err
y 4
78-0
18
Pag
e
58 o
f 58
Ja
cob
s E
ng
inee
rin
g G
rou
p,
Inc.
5449
Bell
s F
err
y R
oad
Pro
ject
BU
81
26
07_W
O1272559
Date
10:1
2:3
9 0
8/0
3/1
6
Acw
ort
h, G
A 3
0102
Pho
ne:
770
-701
-25
00
FA
X:
770
-701
-250
1
Cli
en
t
Cro
wn C
astle
D
esig
ned
by
scotta
Secti
on
No.
Ele
vati
on
ft
Co
mp
on
ent
Typ
e
Siz
e C
riti
cal
Ele
men
t
P
K
øP
all
ow
K
%
Capa
cit
y
Pa
ss
Fa
il
Gu
y B
@280
3/4
5
81
24.1
60
34.9
80
69.1
P
ass
T9
2
24
- 2
20
Gu
y B
@221
5/8
5
54
24.0
70
25.4
40
94.6
P
ass
T1
2
180
- 1
60
Gu
y B
@180
7/8
5
48
45.9
89
47.8
20
96.2
P
ass
T1
6
100
- 8
0
Gu
y B
@100
3/4
5
42
35.2
55
34.9
80
100
.8
Pas
s
T2
2
80
- 2
60
Gu
y C
@280
3/4
5
56
23.9
38
34.9
80
68.4
P
ass
Gu
y C
@280
3/4
5
80
24.2
28
34.9
80
69.3
P
ass
T9
2
24
- 2
20
Gu
y C
@221
5/8
5
50
24.0
35
25.4
40
94.5
P
ass
T1
2
180
- 1
60
Gu
y C
@180
7/8
5
44
45.9
19
47.8
20
96.0
P
ass
T1
6
100
- 8
0
Gu
y C
@100
3/4
5
38
35.2
55
34.9
80
100
.8
Pas
s
T2
2
80
- 2
60
Top
Gu
y
Pu
ll-O
ff@
28
0
2L
3x2
x1
/4x3
/8
561
21.6
54
65.4
13
33.1
52.7
(b
)
Pas
s
T9
2
24
- 2
20
Top
Gu
y
Pu
ll-O
ff@
22
1
L3
x3
x1
/4
553
11.4
22
43.5
09
26.3
103
.0 (
b)
Pas
s
T1
2
180
- 1
60
Top
Gu
y
Pu
ll-O
ff@
18
0
2L
3x2
x1
/4x3
/8
547
18.9
42
63.3
74
29.9
42.5
(b
)
Pas
s
T1
6
100
- 8
0
Top
Gu
y
Pu
ll-O
ff@
10
0
2L
3x2
x1
/4x3
/8
541
17.9
74
63.3
74
28.4
40.3
(b
)
Pas
s
T2
2
80
- 2
60
Bott
om
Gu
y
Pu
ll-O
ff@
28
0
2L
3x2
x1
/4x3
/8
567
-3.4
53
43.3
47
8.0
P
ass
T2
2
80
- 2
60
Torq
ue
Arm
Top
@28
0
RO
HN
2.5
ST
D
559
25.9
99
76.6
82
33.9
53.4
(b
)
Pas
s
T2
2
80
- 2
60
Torq
ue
Arm
Bott
om
@280
RO
HN
2.5
ST
D
579
-25
.82
8
52.9
49
48.8
53.0
(b
)
Pas
s
S
um
mar
y
Leg
(T
18
) 9
0.0
P
ass
Dia
gon
al
(T8
)
102
.4
Pas
s
Hori
zon
tal
(T2
1)
9.5
P
ass
Sec
on
dar
y
Hori
zon
tal
(T7
)
65.1
P
ass
Top
Gir
t
(T1
)
22.9
P
ass
Bott
om
Gir
t
(T2
)
12.3
P
ass
Gu
y A
(T
16
) 1
00
.8
Pas
s
Gu
y B
(T
16
) 1
00
.8
Pas
s
Gu
y C
(T
16
) 1
00
.8
Pas
s
Top
Gu
y
Pu
ll-O
ff
(T9
)
103
.0
Pas
s
Bott
om
Gu
y
Pu
ll-O
ff
(T2
)
8.0
P
ass
Torq
ue
Arm
Top
(T
2)
53.4
P
ass
Torq
ue
Arm
Bott
om
(T
2)
53.0
P
ass
Bolt
Ch
eck
s 1
03
.0
Pas
s
RA
TIN
G =
1
03
.0
Pa
ss
P
rogra
m V
ersi
on
7.0
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- 2
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Fil
e:T
:/8
126
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Mu
lber
ry 4
78
-018
/WO
12
725
59
/An
alysi
s/M
od
els/
Mod
ifie
d/B
U812
607
_W
O1
272
559
.eri
Rev
iew
ed F
or C
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Com
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![Page 69: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/69.jpg)
A
ug
ust
03
, 2
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30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
10
tnxT
ow
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Re
po
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ve
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AP
PE
ND
IX B
BA
SE
LE
VE
L D
RA
WIN
G
Rev
iew
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or C
ode
Com
plia
nce
![Page 70: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/70.jpg)
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 71: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/71.jpg)
A
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03
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0 F
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To
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Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
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352
219
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1
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AP
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ND
IX C
AD
DIT
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AL
CA
LC
UL
AT
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S
R
evie
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For
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e C
ompl
ianc
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Pro
ject
Nam
e:C
reat
ed O
n:
7/8
/2014
Pro
ject
Num
ber
:C
hec
ked
By:
SM
R/D
W
Job N
um
ber
:R
evis
ed O
n:
3/6
/2015
Dat
e:R
evis
ion N
o.:
2.3
Gf
' c:
3000
psi
243
kip
Cle
ar C
over
:3
in
8kip
Reb
ar S
ize:
6
Reb
ar Q
uan
tity
:10
Reb
ar D
iam
eter
:0.7
5in
Gro
ssR
ebar
Are
a:0.4
4in
2
9.1
ksf
d:
19.8
8in
48.6
pcf
31
deg
rees
0psf
Vu:
21.0
1kip
0.4
167
ftV
c:222.0
7kip
9.5
83
ftϕ
Vc:
166.5
6kip
2ft
Bea
m S
hea
r C
apac
ity:
11.0
%P
ass
8.5
ft
8.5
ft
Round
Vu:
170.2
9kip
4ft
bo:
214.4
1in
150
pcf
Vc:
933.6
4kip
Yes
ϕV
c:700.2
3kip
Punch
ing S
hea
r C
apac
ity:
24.3
%P
ass
0.6
1.2
Mu:
88.0
4kip
-ft
36.7
5kip
Mn:
426.0
9kip
-ft
72.2
5ft
2ϕ
Mn:
383.4
8kip
-ft
5.0
1ksf
Pad
Ben
din
g C
apac
ity:
23.0
%P
ass
5.4
6ksf
91.8
%P
ass
All
ow
abe
Bea
ring S
tres
s:
Unit
Wei
ght
of
Soil
:
Pie
r D
ista
nce
Above
Gra
de:
Pad
Bea
ring D
epth
:
Pie
r C
ross
Sec
tion S
hap
e:
Pie
r C
ross
Sec
tion W
idth
:
Bearin
g A
naly
sis
Pad
Reb
ar L
ayout
Pro
vid
ed:
Pad
Ben
din
g A
naly
sis
Pu
nch
ing S
hear A
naly
sis
Wei
ght
of
Concr
ete:
Bea
ring A
rea:
PA
D A
ND
PIE
R G
UY
ED
TO
WE
R B
AS
E
Code:
Mulb
erry
478-0
18
BU
# 8
12607
WO
# 1
272559
8/3
/2016
Load
ing P
aram
ate
rs
Axia
l F
orc
e:
Str
uctu
ral
An
aly
sis
Param
ate
rs
Pad
Wid
th:
Pad
Len
gth
:
Soil
Fri
ctio
n A
ngle
:
Soil
Cohes
ion:
Max
imum
Bea
ring S
tres
s:
Ult
imat
e B
eari
ng C
apac
ity:
Pad
Thic
knes
s:
Pad
Beam
Sh
ear A
naly
sis
Shea
r F
orc
e:
Fou
nd
ati
on
an
d S
oil
Param
ate
rs
Bea
ring C
apac
ity T
ype:
Wei
ght
Fac
tor:
Soil
Bea
ring C
apac
ity:
Unit
Wei
ght
of
Concr
ete:
Bea
ring F
acto
r:
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 73: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/73.jpg)
CC
I F
ou
nd
ati
on
To
ol
Su
ite
- G
uy
ed
Dri
lle
d P
ier
An
cho
r
CC
IFT
S 1
.2.1
08
.14
28
6 -
Ph
ase
1-2
Da
te:
8/3
/20
16
BU
:8
12
60
7
Sit
e N
am
e:
Mu
lbe
rry
47
8-0
18
Ap
p N
um
be
r:3
52
21
9 R
ev
.1
Wo
rk O
rde
r:1
27
25
59
Gu
ye
d D
rill
ed
Pie
r A
nch
or
Inp
ut
Cri
teri
a
TIA
Re
vis
ion
:G
AC
I 3
18
Re
vis
ion
:2
00
8
Se
ism
ic C
ate
go
ry:
C
Fo
rce
s
Up
lift
10
7k
ips
Sh
ea
r1
32
kip
s
Mo
me
nt
28
8.7
5k
-ft
Sw
ell
ing
Fo
rce
0k
ips
Fo
un
da
tio
n D
ime
nsi
on
s
Pie
r D
iam
ete
r:8
ft
Ext
. a
bo
ve
gra
de
:0
.58
3ft
De
pth
be
low
gra
de
:2
2.4
17
ft
Ma
teri
al
Pro
pe
rtie
s
Nu
mb
er
of
Re
ba
r:3
2
Re
ba
r S
ize
:1
1
Tie
Siz
e3
Re
ba
r te
nsi
le s
tre
ng
th:
60
ksi
Co
ncr
ete
Str
en
gth
:3
00
0p
si
Ult
ima
te C
on
cre
te S
tra
in0
.00
3in
/in
Cle
ar
Co
ve
r to
Tie
s:6
.42
in
So
il P
rofi
le:
soil
Lay
er
Th
ick
ne
ss
(ft)
Fro
m
(ft)
To
(ft)
Un
it W
eig
ht
(pcf
)
Co
he
sio
n
(psf
)
Fri
ctio
n
An
gle
(de
g)
Ult
ima
te
Up
lift
Sk
in
Fri
ctio
n
(ksf
)
Ult
ima
te
Co
mp
. S
kin
Fri
ctio
n
(ksf
)
Ult
ima
te
Be
ari
ng
Ca
pa
city
(ksf
)
SP
T 'N
'
Co
un
ts
11
.10
1.1
11
10
00
0
22
.91
.14
48
.60
00
0
32
46
48
.68
25
0.6
90
.69
0
42
.56
8.5
48
.63
20
.15
0.1
50
55
8.5
13
.54
6.6
30
0.2
10
.21
0
65
13
.51
8.5
50
.63
30
.35
0.3
50
73
.91
71
8.5
22
.41
74
8.6
11
00
0.7
70
.77
6
An
aly
sis
Re
sult
s
Co
ncr
ete
/Ste
el
Ch
eck
So
il L
ate
ral
Ca
pa
city
Mu
(fr
om
so
il a
na
lysi
s)1
25
1.8
2k
-ft
De
pth
to
Ze
ro S
he
ar:
9.9
ftφ
Mn
82
27
.93
k-f
t
Ma
x M
om
en
t, M
u:
12
51
.8k
-ft
RA
TIN
G:
15
.2%
So
il S
afe
ty F
act
or:
1.8
Sa
fety
Fa
cto
r R
eq
'd:
1.3
3
RA
TIN
G:
73
.1%
rho
pro
vid
ed
(%
)0
.69
So
il A
xia
l C
ap
aci
tyrh
o r
eq
uir
ed
(%
)0
.33
OK
Co
ncr
ete
We
igh
t:9
5.9
kip
s
Sk
in F
rict
ion
:1
42
.7k
ips
Re
ba
r S
pa
cin
g6
.5
So
il C
on
e:
kip
sS
pa
cin
g r
eq
uir
ed
22
.6O
K
Up
lift
Ca
pa
city
(k
), φ
Tn
:2
38
.6k
ips
Up
lift
(k
), T
u:
10
7.0
kip
s
RA
TIN
G:
44
.8%
De
v.
Len
gth
re
qu
ire
d1
2.0
De
v.
Len
gth
pro
vid
ed
61
.8O
K
Ov
era
ll F
ou
nd
ati
on
Ra
tin
g:
73
.1%
(32
) -
#1
1
#3
Tie
Siz
e
23'
22.417'0.58
'
6.4
2"
C.C
.
Pa
ge
1 o
f 1
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 74: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/74.jpg)
A
ug
ust
03
, 2
016
30
0 F
t G
uyed
To
wer
Str
uctu
ral A
na
lysis
C
CI
BU
No
81
260
7
Pro
ject
Num
be
r 12
725
59
, A
pplic
ation
352
219
, R
evis
ion
1
Pa
ge
12
tnxT
ow
er
Re
po
rt -
ve
rsio
n 7
.0.5
.1
AP
PE
ND
IX D
ST
RU
CT
UR
AL
MO
DIF
ICA
TIO
N D
RA
WIN
GS
Rev
iew
ed F
or C
ode
Com
plia
nce
![Page 75: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/75.jpg)
Reviewed For Code Compliance
Need sealed 3rd party inspectionreport for the cell tower upgradeat the final inspection.ART 1.5.2017
![Page 76: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/76.jpg)
Reviewed For Code Compliance
![Page 77: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/77.jpg)
Reviewed For Code Compliance
![Page 78: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/78.jpg)
Reviewed For Code Compliance
![Page 79: Reviewed For Code Compliance...elwave FD9R6004 230.0 1 Crown M Sector Mount [SM 502-3] Notes: 1) Existing Equipment Reserved Equipment 2) 3) Equipment to be removed; not considered](https://reader036.vdocuments.mx/reader036/viewer/2022062509/610e2272083ebf6f4d7b9bb5/html5/thumbnails/79.jpg)
Reviewed For Code Compliance