363 Atlantic Blvd SIGN20-0014 Sign Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
NSHORE LLC P O BOX 357742 GAINESVILLE FL 32606
COMPANY:ADDRESS:CITY:STATE:ZIP:
Interstate Signcrafters 130 Commerce Road Boynton Beach Fl 33426
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169730 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
363 ATLANTIC BLVD 16 SIGN WALL SIGN - BB&T / SUNTRUST $5900.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 6.56 $65.00
SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 36 $105.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING WALL SIGN FEE 001-0000-329-1003 0 $30.00
TOTAL: $204.55
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 12/11/2020
PERMIT NUMBER
SIGN20-0014
ISSUED: 12/11/2020
EXPIRES: 6/9/2021
SIGN PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 12/11/2020
PERMIT NUMBER
SIGN20-0014
ISSUED: 12/11/2020
EXPIRES: 6/9/2021
SIGN PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $204.55
SIGN20-0014 Address: 363 ATLANTIC BLVD 16 APN: 169730 0000 $204.55
BUILDING $170.00
SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 7 $65.00
SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 36 $105.00
STATE SURCHARGES $4.55
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $30.00
ZONING WALL SIGN FEE 001-0000-329-1003 0 $30.00
TOTAL FEES PAID BY RECEIPT: R14351 $204.55
Printed: Friday, December 11, 2020 11:50 AM
Date Paid: Friday, December 11, 2020
Paid By: Interstate Signcrafters
Pay Method: CREDIT CARD 403168241
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14351
~+; CENTRALSQUARE
S
I
G
N
2
0
-
0
0
1
4
,
,
,
.
,
B
u
i
l
d
i
n
g
P
e
r
m
i
t
A
p
p
l
i
c
a
t
i
o
n
'
·
t
C
i
t
y
o
f
A
t
l
a
n
t
i
c
B
e
a
c
h
B
u
i
l
d
i
n
g
D
e
p
a
r
t
m
e
n
t
.
,
,
,
1
,
:
)
"
8
0
0
S
e
m
i
n
o
l
e
R
o
a
d
,
A
t
l
a
n
t
i
c
B
e
a
c
h
,
F
L
3
2
2
3
3
U
p
d
a
t
e
d
1
0
/
9
/
1
8
*
*
A
L
L
I
N
F
O
R
M
A
T
I
O
N
H
I
G
H
L
I
G
H
T
E
D
I
N
G
R
A
V
P
h
o
n
e
:
(
9
0
4
)
2
4
7
-
5
8
2
6
E
m
a
i
l
:
B
u
i
l
d
i
n
g
-
D
e
p
t
@
c
o
a
b
.
u
s
I
S
R
E
Q
U
I
R
E
D
.
J
o
b
A
d
d
r
e
s
s
:
'
5
\
-
:
\
~
o
t
,
c
,
~
'
1
&
.
~
Q
J
A
:
·
_
L
e
g
a
l
D
e
s
c
r
i
p
t
i
o
n
_
.
,
W
•
~
t
\
~
~
~
-
1
~
\
,
~
P
e
r
m
i
t
N
u
m
b
e
r
:
_
_
_
_
_
_
_
_
_
_
_
\
t
°
t
~
~
"
'
\
R
E
#
_
_
_
_
_
_
_
C
o
"
\
"
"
'
-
e
~
o
"
>
r
,
-
V
a
l
u
a
t
i
o
n
o
f
W
o
r
k
(
R
e
p
l
a
c
e
m
e
n
t
C
o
s
t
)
$
S
O
.
.
,
O
S
}
,
a
:
-
:
>
H
e
a
t
e
d
/
C
o
o
l
e
d
S
F
_
_
_
_
N
o
n
·
H
e
a
t
e
d
/
C
o
o
l
e
d
_
_
_
_
_
~
~
\
~
(
.
L
.
•
C
l
a
s
s
o
f
W
o
r
k
:
□
N
e
w
□
A
d
d
i
t
i
o
n
O
A
l
~
r
a
t
1
o
n
□
R
e
p
a
i
r
□
M
o
v
e
□
D
e
m
o
□
P
o
o
l
□
W
i
n
d
o
w
/
D
o
o
r
•
U
s
e
o
f
e
x
i
s
t
i
n
g
/
p
r
o
p
o
s
e
d
s
t
r
u
c
t
u
r
e
(
s
)
:
~
o
m
m
e
r
c
i
a
l
□
R
e
s
i
d
e
n
t
i
a
l
•
I
f
a
n
e
x
i
s
t
i
n
g
s
t
r
u
c
t
u
r
e
,
i
s
a
f
i
r
e
s
p
r
i
n
k
l
e
r
s
y
s
t
e
m
i
n
s
t
a
l
l
e
d
?
:
□
Y
e
s
□
N
o
o
v
a
l
P
e
r
m
i
t
N
o
D
e
s
c
r
i
b
e
i
n
d
e
t
a
i
l
t
h
e
t
y
p
e
o
f
w
o
r
k
t
o
b
e
,
p
e
r
f
o
r
m
e
d
:
,
1
1
~
~
\
~
"
'
t
.
.
~
o
\
.
)
.
.
.
)
O
.
.
,
u
0
l
S
h
F
l
o
r
i
d
a
P
r
o
d
u
c
t
A
p
p
r
o
v
a
l
#
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
f
o
r
m
u
l
t
i
p
l
e
p
r
o
d
u
c
t
s
u
s
e
p
r
o
d
u
c
t
a
p
p
r
o
v
a
l
f
o
r
m
P
r
o
p
e
r
t
y
O
w
n
e
r
I
n
f
o
r
m
a
t
i
o
n
N
a
m
e
\
.
.
.
J
S
'
s
)
o
s
t
_
~
(
.
c
1
t
y
C
-
-
-
D
.
.
'
\
'
O
~
s
~
'
.
\
\
~
E
-
M
a
i
l
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
O
w
n
e
r
o
r
A
g
e
n
t
(
I
f
A
g
e
n
t
,
P
o
w
e
r
o
f
A
t
t
o
r
n
e
y
o
r
A
g
e
n
c
y
L
e
t
t
e
r
R
e
q
u
i
r
e
d
)
_
\
-
-
Q
z
.
.
.
.
.
:
c
.
.
.
~
=
-
-
~
'
-
=
"
'
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
C
o
n
t
r
a
c
t
o
r
I
n
f
o
r
m
a
t
i
o
n
0
&
N
a
m
e
o
f
C
o
m
p
a
n
y
-
:
C
~
Q
u
a
l
i
f
y
i
n
g
A
g
e
n
t
~
e
_
~
\
·
C
.
=
:
:
\
\
~
·
A
d
d
r
e
s
s
{
Y
\
.
)
J
(
'
.
_
_
,
t
.
,
C
i
t
~
~
O
~
S
)
v
)
S
t
a
t
e
y
\
.
.
Z
i
p
:
'
.
5
=
2
:
:
>
'
-
\
~
\
j
)
O
f
f
i
c
e
P
h
o
n
e
S
\
.
S
l
\
S
'
:
:
\
1
>
1
\
s
)
O
J
o
b
S
i
t
e
C
o
n
t
a
c
t
N
&
n
b
e
r
~
~
'
-
b
-
:
:
L
\
.
.
,
D
>
t
z
.
.
.
S
t
a
t
e
C
e
r
t
i
f
i
c
a
t
i
o
n
/
R
e
g
i
s
t
r
a
t
i
o
n
#
~
'
:
:
>
\
9
0
0
0
\
\
s
)
'
\
E
-
M
a
i
l
f
;
\
o
'
S
?
~
:
c
.
Q
.
0
,
\
"
\
~
~
~
~
n
G
i
,
.
.
¾
u
"
S
c
(
o
~
A
r
c
h
i
t
e
c
t
N
a
m
e
&
P
h
o
n
e
#
_
.
.
,
~
~
-
-
"
'
-
-
.
-
-
-
i
t
-
-
-
-
.
.
-
-
-
-
.
,
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
E
n
g
i
n
e
e
r
'
s
N
a
m
e
&
P
h
o
n
e
#
"
"
1
"
"
-
~
-
'
-
"
-
C
'
.
;
_
\
~
~
.
.
.
.
.
.
:
.
.
"
-
'
-
-
,
,
;
c
.
.
;
.
.
.
c
.
;
.
_
~
~
-
-
1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
.
-
-
.
.
.
.
.
.
-
-
-
-
-
W
o
r
k
e
r
s
C
o
m
p
e
n
s
a
t
i
o
n
I
n
s
u
r
e
r
~
O
R
E
x
e
m
p
t
o
E
x
p
i
r
a
t
i
o
n
D
a
t
e
-
~
-
-
~
-
-
A
p
p
l
i
c
a
t
i
o
n
i
s
h
e
r
e
b
y
m
a
d
e
t
o
o
b
t
a
i
n
a
p
e
r
m
i
t
t
o
d
o
t
h
e
w
o
r
k
a
n
d
i
n
s
t
a
l
l
a
t
i
o
n
s
a
s
i
n
d
i
c
a
t
e
d
.
I
c
e
r
t
i
f
y
t
h
a
t
n
o
w
o
r
k
o
r
l
n
s
t
a
l
l
a
t
i
o
n
h
a
s
c
o
m
m
e
n
c
e
d
p
r
i
o
r
t
o
t
h
e
i
s
s
u
a
n
c
e
o
f
a
p
e
r
m
l
t
a
n
d
t
h
a
t
a
l
l
w
o
r
k
w
i
l
l
b
e
p
e
r
f
o
r
m
e
d
t
o
m
e
e
t
t
h
e
s
t
a
n
d
a
r
d
s
o
f
a
l
l
t
h
e
l
a
w
s
r
e
g
u
l
a
t
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
i
n
t
h
i
s
j
u
r
i
s
d
i
c
t
i
o
n
.
I
u
n
d
e
r
s
t
a
n
d
t
h
a
t
a
s
e
p
a
r
a
t
e
p
e
r
m
i
t
m
u
s
t
b
e
s
e
c
u
r
e
d
f
o
r
E
L
E
C
T
R
I
C
A
L
W
O
R
K
,
P
L
U
M
B
I
N
G
,
S
I
G
N
S
,
W
E
L
L
S
,
P
O
O
L
S
,
F
U
R
N
A
C
E
S
,
B
O
I
L
E
R
S
,
H
E
A
T
E
R
S
,
T
A
N
K
S
,
a
n
d
A
I
R
C
O
N
D
I
T
I
O
N
E
R
S
,
e
t
c
,
N
O
T
I
C
E
:
I
n
a
d
d
i
t
i
o
n
t
o
t
h
e
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
i
s
p
e
r
m
i
t
,
t
h
e
r
e
m
a
y
b
e
a
d
d
i
t
i
o
n
a
l
r
e
s
t
r
i
c
t
i
o
n
s
a
p
p
l
i
c
a
b
l
e
t
o
t
h
i
s
p
r
o
p
e
r
t
y
t
h
a
t
m
a
y
b
e
f
o
u
n
d
i
n
t
h
e
p
u
b
l
i
c
r
e
c
o
r
d
s
o
f
t
h
i
s
c
o
u
n
t
y
,
a
n
d
t
h
e
r
e
m
a
y
b
e
a
d
d
i
t
i
o
n
a
l
p
e
r
m
i
t
s
r
e
q
u
i
r
e
d
f
r
o
m
o
t
h
e
r
g
o
v
e
r
n
m
e
n
t
a
l
e
n
t
i
t
i
e
s
s
u
c
h
a
s
w
a
t
e
r
m
a
n
a
g
e
m
e
n
t
d
i
s
t
r
i
c
t
s
,
s
t
a
t
e
a
g
e
n
c
i
e
s
,
o
r
f
e
d
e
r
a
l
a
g
e
n
c
i
e
s
,
O
W
N
E
R
'
S
A
F
F
I
D
A
V
I
T
:
I
c
e
r
t
i
f
y
t
h
a
t
a
l
l
t
h
e
f
o
r
e
g
o
i
n
g
i
n
f
o
r
m
a
t
i
o
n
I
s
a
c
c
u
r
a
t
e
a
n
d
t
h
a
t
a
l
l
w
o
r
k
w
i
l
l
b
e
d
o
n
e
i
n
c
o
m
p
l
i
a
n
c
e
w
i
t
h
a
l
l
a
p
p
l
i
c
a
b
l
e
l
a
w
s
r
e
g
u
l
a
t
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
2
o
n
i
n
g
.
W
A
I
N
G
T
O
O
W
N
E
R
:
Y
O
U
R
F
A
I
L
U
R
E
T
O
R
E
C
O
R
D
A
T
I
C
E
O
F
C
O
M
M
E
N
C
E
M
E
N
T
M
A
Y
N
Y
O
U
R
P
A
Y
I
N
G
T
W
I
C
E
F
O
R
I
M
P
R
O
V
E
M
E
N
T
S
Y
O
U
R
P
R
O
P
E
R
T
Y
.
I
F
Y
O
U
I
N
T
E
N
D
F
I
N
A
N
C
I
N
G
,
C
O
N
S
U
L
T
W
I
T
H
Y
O
U
R
L
E
N
D
E
R
~
~
~
N
A
T
T
O
R
N
E
Y
B
E
F
O
R
E
Y
O
U
R
N
O
T
I
C
E
O
F
C
O
M
M
E
N
C
E
M
E
N
T
.
~
\
(
S
i
g
n
a
t
u
r
e
o
f
C
o
n
t
r
a
c
t
o
r
)
~
o
n
a
l
l
y
K
n
o
[
I
P
r
o
d
u
c
e
d
I
d
e
n
T
y
p
e
o
f
l
d
e
n
t
i
f
i
c
a
t
-
-
-
-
-
.
c
.
.
.
1
.
R
e
c
s
o
n
a
l
l
y
K
n
o
w
n
O
R
L
V
:
,
,
v
"
\
l
'
O
,
,
,
.
.
,
.
.
.
,
.
_
_
,
.
,
.
,
.
~
~
-
,
.
.
,
,
.
,
.
.
,
,
.
.
,
,
~
[
)
P
r
o
d
u
c
e
d
I
d
e
n
t
i
f
i
c
a
t
i
o
n
T
y
p
e
o
f
I
d
e
n
t
i
f
i
c
a
t
i
o
n
:
_
_
_
_
_
_
_
_
_
_
_
_
_
E
L
P
P
2
0
-
0
0
5
5
E
l
e
c
t
r
i
c
a
l
P
e
r
m
i
t
A
p
p
l
i
c
a
t
i
o
n
C
i
t
y
o
f
A
t
l
a
n
t
i
c
B
e
a
c
h
B
u
i
l
d
i
n
g
D
e
p
a
r
t
m
e
n
t
8
0
0
S
e
m
i
n
o
l
e
R
d
,
A
t
l
a
n
t
i
c
B
e
a
c
h
,
F
L
3
2
2
3
3
.
,
.
.
A
L
L
I
N
F
O
R
M
A
T
I
O
N
H
I
G
H
L
I
G
H
T
E
D
I
N
G
R
A
Y
I
S
R
E
Q
U
I
R
E
D
.
P
h
o
n
e
:
(
9
0
4
)
2
4
7
-
5
8
2
6
E
m
a
i
l
:
B
u
i
l
d
i
n
g
-
O
e
p
t
@
c
o
a
b
.
u
s
P
E
R
M
I
T
#
:
_
_
_
_
_
J
O
B
A
D
D
R
E
S
S
:
-
~
-
~
-
b
=
-
~
.
.
.
;
_
~
~
-
-
'
-
-
\
~
_
~
_
_
,
.
_
-
\
_
~
_
_
.
;
;
;
.
_
~
_
:
\
l
_
,
_
d
,
.
;
:
.
.
.
-
_
_
_
_
P
R
O
J
E
C
T
V
A
L
U
E
$
~
0
0
t
D
D
J
E
A
I
N
F
O
R
M
A
T
I
O
N
R
E
Q
U
I
R
E
D
O
N
A
L
L
P
E
R
M
I
T
S
:
_
_
A
M
P
S
V
O
L
T
S
P
H
A
S
E
0
N
E
W
S
E
R
V
I
C
E
:
□
O
v
e
r
h
e
a
d
□
u
n
d
e
r
g
r
o
u
n
d
[
!
]
U
n
d
e
r
g
r
o
u
n
d
u
p
P
o
l
e
O
R
e
s
i
d
e
n
t
i
a
l
(
M
a
i
n
)
S
e
r
v
i
c
e
:
□
0
-
1
0
0
a
m
p
s
I
0
1
0
1
-
1
5
0
a
m
p
s
(
0
1
5
1
-
2
0
0
a
m
p
s
.
.
.
D
L
_
_
_
a
m
p
s
D
c
:
o
m
m
e
r
c
i
a
l
(
M
a
i
n
)
S
e
r
v
i
c
e
:
□
0
-
1
0
0
a
m
p
s
O
1
0
1
-
l
S
0
a
m
p
s
I
D
1
s
1
-
2
.
o
o
a
m
p
s
_
o
_
_
_
_
a
m
p
s
C
o
n
d
u
c
t
o
r
T
y
p
e
.
_
_
_
_
_
_
_
S
i
z
e
_
_
_
_
_
_
I
D
M
u
l
t
i
-
F
a
m
i
l
y
(
M
a
i
n
)
S
e
r
v
i
c
e
:
0
>
-
1
0
0
a
m
p
s
O
1
0
1
-
l
S
0
a
m
p
s
□
T
E
M
P
O
R
A
R
Y
P
O
L
E
:
_
_
_
a
m
p
s
O
1
5
1
-
2
.
0
0
a
m
p
s
.
.
.
.
□
~
_
_
a
m
p
s
0
S
E
R
V
I
C
E
U
P
G
R
A
D
E
:
O
_
_
_
a
m
p
s
[
J
C
T
S
e
r
v
i
c
e
_
_
a
m
p
s
0
N
E
W
F
E
E
D
E
R
(
A
D
D
I
T
I
O
N
S
,
A
C
C
E
S
S
O
R
Y
S
T
R
U
C
T
U
R
E
S
,
E
T
C
.
)
:
0
1
0
0
a
m
p
s
E
]
l
S
0
a
m
p
s
O
2
0
0
a
m
p
s
□
.
_
_
_
a
m
p
s
0
:
T
S
e
r
v
i
c
e
_
_
a
m
p
s
0
A
D
D
I
T
I
O
N
S
,
R
E
M
O
D
E
L
S
,
R
E
P
A
I
R
S
,
B
U
I
L
D
-
O
U
T
S
,
A
C
C
E
S
S
O
R
Y
S
T
R
U
C
T
U
R
E
S
,
E
T
C
:
#
o
f
M
e
t
e
r
s
_
_
_
O
C
T
S
e
r
v
i
c
e
_
_
_
a
m
p
s
#
o
f
U
n
i
t
M
e
t
e
r
s
_
_
_
O
u
t
l
e
t
s
/
S
w
i
t
c
~
e
s
:
_
_
_
0
-
3
0
a
r
n
p
s
_
_
_
3
1
-
l
O
0
a
m
p
s
_
_
_
1
0
1
-
2
0
0
a
m
p
s
A
p
p
l
i
a
n
c
e
s
:
_
_
_
0
-
3
0
a
m
p
s
_
_
_
3
1
-
l
0
0
a
m
p
s
_
_
_
1
0
1
-
2
0
0
a
m
p
s
A
/
C
C
i
r
c
u
i
t
s
:
_
_
_
0
-
6
0
a
m
p
s
_
_
_
6
1
-
l
0
0
a
m
p
s
H
e
a
t
C
i
r
c
u
i
t
s
:
_
_
_
#
c
i
r
c
u
i
t
s
@
_
_
_
k
w
N
u
m
b
e
r
o
f
L
i
g
h
t
i
n
g
O
u
t
l
e
t
s
,
I
n
c
l
u
d
i
n
g
F
i
x
t
u
r
e
s
:
_
_
_
□
O
T
H
E
R
E
L
E
C
T
R
I
C
A
L
P
R
O
J
E
C
T
S
:
O
S
w
i
m
m
i
n
g
P
o
o
l
□
S
i
g
n
O
s
m
o
k
e
D
e
t
e
c
t
o
r
s
_
_
_
(
Q
t
y
)
D
r
r
a
n
s
f
o
r
m
e
r
s
_
_
_
_
K
V
A
□
M
o
t
o
r
s
_
_
_
H
P
□
F
I
R
E
A
L
A
R
M
S
Y
S
T
E
M
(
R
e
q
u
i
r
e
s
3
s
e
t
s
o
f
p
l
a
n
s
)
:
Q
t
y
_
_
_
_
v
o
l
t
s
/
a
m
p
s
_
_
_
_
_
□
R
E
P
A
I
R
S
/
M
I
S
C
E
L
L
A
N
E
O
U
S
:
U
p
c
l
a
t
e
c
l
J
O
/
J
.
7
/
1
8
P
e
r
m
i
t
b
e
c
o
m
e
s
v
e
l
d
i
f
w
o
r
k
d
o
e
s
n
o
t
c
o
m
m
e
n
c
e
w
i
t
h
i
n
a
s
i
x
m
o
n
t
h
p
e
r
i
o
d
o
r
w
o
r
k
i
s
s
u
s
p
e
n
d
e
d
o
r
a
b
a
n
d
o
n
e
d
t
b
r
S
i
>
(
m
o
n
t
h
s
.
I
h
e
r
e
b
y
c
e
r
t
i
f
y
t
h
a
t
I
h
a
v
e
r
e
a
d
t
h
i
s
a
p
p
l
i
c
a
t
i
o
n
a
n
d
k
n
o
w
t
h
e
s
a
m
e
t
o
b
e
t
r
u
e
a
n
d
c
o
r
r
e
c
t
.
A
l
l
p
r
o
v
i
s
i
o
n
s
o
f
l
a
w
s
a
n
d
o
r
d
i
n
a
n
c
e
s
g
o
v
e
r
n
i
n
g
t
h
i
s
w
o
r
k
w
l
l
l
b
e
c
o
m
p
i
l
e
d
w
i
t
h
w
h
e
t
h
e
r
s
p
e
c
i
f
i
e
d
o
r
n
o
t
.
T
h
e
p
e
r
m
i
t
d
o
e
s
n
o
t
g
i
v
e
a
u
t
h
o
r
i
t
y
t
o
v
i
o
l
a
t
e
t
h
e
p
r
o
v
i
s
f
o
n
s
o
f
a
n
y
o
t
h
e
r
s
t
a
t
e
o
r
l
o
c
a
l
l
a
w
r
e
g
u
l
a
t
i
o
n
c
o
n
s
t
r
u
c
t
i
o
n
o
r
t
h
e
p
e
r
f
o
r
m
a
n
c
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
.
l
_
L
~
,
,
,
.
O
w
n
e
r
N
a
m
e
:
I
J
'
.
,
.
.
_
)
$
I
T
)
C
e
~
.
.
_
_
P
h
o
n
e
N
u
m
b
e
r
:
"
'
"
'
'
"
'
C
o
m
p
a
n
y
:
·
«
s
-
W
O
f
f
i
c
e
P
~
o
n
e
,
5
1
.
_
,
_
\
~
7
3
7
\
s
o
'
{
,
_
a
I
l
l
F
a
x
:
5
"
"
-
\
~
1
-
S
~
1
)
-
-
c
o
.
A
d
d
r
e
s
s
:
l
.
,
f
f
i
f
r
'
)
~
~
C
i
~
\
~
·
<
1
£
,
c
J
\
S
t
a
t
e
:
~
\
•
.
Z
i
p
:
"
5
~
"
-
{
~
l
.
.
{
J
L
i
c
e
n
s
e
H
o
l
d
e
r
:
=
r
e
.
.
.
~
'
?
t
a
t
e
C
e
r
t
i
f
i
c
a
t
:
n
/
R
e
g
i
s
t
r
a
t
i
o
n
I
I
:
c
:
S
\
@
;
?
I
\
)
.
'
-
-
"
\
·
~
~
~
~
~
~
~
~
~
~
~
~
e
d
b
e
m
e
t
h
i
s
~
~
~
~
½
,
,
2
0
i
n
t
h
e
S
t
a
t
e
o
f
F
l
r
~
d
a
,
C
o
u
n
t
y
o
f
_
_
_
_
S
i
g
n
a
t
u
r
e
o
f
N
o
t
a
r
y
P
u
b
l
i
c
~
Y
'
\
)
\
_
_
j
'
\
_
,
,
_
_
.
,
-
"
'
~
~
I
V
'
l
.
,
,
.
,
,
,
V
i
i
,
;
,
,
v
~
~
.
.
-
.
.
.
.
J
i
\
{
/
]
P
e
r
s
o
n
a
l
l
y
K
n
o
w
n
O
R
[
I
P
r
o
d
u
c
e
d
I
d
e
n
t
i
f
i
c
a
t
i
o
n
:
T
v
p
e
o
f
I
d
e
n
t
i
f
i
c
a
t
i
o
n
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
T
o
W
h
o
m
I
t
M
a
y
C
o
n
c
e
r
n
:
I
,
P
t
v
.
l
'
r
l
t
/
d
A
.
(
A
_
)
,
/
/
!
.
;
,
i
:
;
.
?
[
\
P
r
o
p
e
r
t
y
O
w
n
e
r
/
L
a
n
d
l
o
r
d
o
f
t
h
e
p
r
o
p
e
r
t
y
l
o
c
a
t
e
d
a
t
:
_
3
6
3
A
t
l
a
n
t
i
c
B
l
v
d
A
t
l
a
n
t
i
c
B
e
a
c
h
.
F
L
3
2
2
3
3
d
o
h
e
r
e
b
y
g
i
v
e
a
u
t
h
o
r
i
z
a
t
i
o
n
t
o
J
e
f
f
r
e
y
P
e
t
e
r
s
e
n
o
f
l
n
t
e
r
s
t
a
t
e
S
i
g
n
c
r
a
f
t
e
r
s
,
I
n
c
.
a
n
d
/
o
r
t
h
e
i
r
a
g
e
n
t
s
t
o
e
r
e
c
t
a
s
i
g
n
a
t
t
h
e
a
b
o
v
e
n
a
m
e
d
l
o
c
a
t
i
o
n
p
e
n
d
i
n
g
t
h
e
a
p
p
r
o
v
a
l
a
n
d
i
s
s
u
a
n
c
e
o
f
p
e
n
n
i
t
(
s
)
.
I
f
u
l
l
y
u
n
d
e
r
s
t
a
n
d
t
h
e
c
u
r
r
e
n
t
C
o
n
s
t
r
u
c
t
i
o
n
L
i
e
n
L
a
w
a
n
d
a
u
t
h
o
r
i
.
z
c
s
a
i
d
c
o
n
t
r
a
c
t
o
r
s
o
r
a
u
t
h
o
r
i
z
e
d
a
g
e
n
t
s
t
o
s
i
g
n
a
n
d
n
o
r
a
r
i
z
e
p
e
r
m
i
t
a
p
p
l
i
c
a
t
i
o
n
(
s
)
a
s
O
w
n
e
r
/
A
g
e
n
t
.
A
l
l
w
o
r
k
d
o
n
e
b
y
s
a
i
d
c
o
n
t
r
a
c
t
o
r
s
w
i
l
l
m
e
e
t
o
r
e
x
c
e
e
d
C
o
d
e
r
e
q
u
i
r
e
m
e
n
t
s
a
n
d
m
e
e
t
N
B
C
S
t
a
n
d
a
r
d
s
.
P
a
r
c
e
l
C
o
n
!
T
o
l
N
u
m
b
e
r
:
1
8
2
5
0
-
0
0
5
I
0
N
O
T
A
R
Y
:
B
y
~
d
.
.
t
d
~
p
,
f
r
o
~
·
s
,
~
f
-
P
r
i
n
t
N
a
m
e
H
e
r
e
:
•
~
.
m
J
A
!
i
t
2
1
,
j
f
:
_
1
/
l
.
.
.
.
5
l
J
n
O
w
n
e
r
/
L
a
n
d
l
o
r
d
A
d
d
r
e
s
s
:
P
h
o
n
e
:
3
f
&
·
·
l
f
f
J
!
;
-
,
3
7
o
L
f
A
c
k
n
o
w
l
e
d
g
e
d
b
e
f
o
r
e
m
e
t
h
i
s
\
f
)
\
-
'
"
'
d
a
y
o
f
\
J
o
\
f
.
e
~
r
2
0
2
0
'
(
\
\
c
.
.
.
:
k
.
C
\
:
~
n
\
)
!
:
:
t
,
%
,
G
u
J
\
.
(
1
k
~
~
N
o
t
a
r
y
P
u
b
l
i
c
,
S
t
a
t
e
o
f
A
o
n
'
Q
C
l
,
,
•
;
'
,
'
.
~
.
~
~
~
~
-
N
I
C
O
L
E
C
A
L
A
B
R
E
S
E
'
~
t
i
-
'
,
}
'
'
•
[
0
{
"
:
;
1
C
o
m
m
i
s
s
i
o
n
#
H
H
0
5
9
4
-
4
8
;
_
i
,
~
y
E
x
p
i
r
e
s
N
o
v
e
m
b
e
r
2
,
2
0
2
4
·
·
•
,
,
,
f
r
J
~
?
.
•
·
·
B
o
n
d
t
d
l
l
'
I
I
I
T
r
a
y
F
a
i
n
l
n
l
a
1
1
1
1
c
e
~
7
0
1
9
N
S
H
O
R
E
,
L
L
C
N
o
v
e
m
b
e
r
3
,
2
0
2
0
3
3
8
4
R
e
:
S
i
g
n
A
u
t
h
o
r
i
z
a
t
i
o
n
T
o
w
h
o
m
i
t
m
a
y
c
o
n
c
e
r
n
:
P
.
O
.
B
O
X
3
5
7
7
4
2
G
A
l
N
E
S
V
I
L
L
E
,
F
L
3
2
6
3
5
T
h
i
s
l
e
t
t
e
r
,
i
s
s
u
e
d
b
y
N
S
H
O
R
E
,
L
L
C
,
t
h
e
o
w
n
e
r
o
f
t
h
e
p
r
o
p
e
r
t
y
l
o
c
a
t
e
d
a
t
3
6
3
A
t
l
a
n
t
i
c
B
o
u
l
e
v
a
r
d
,
A
t
l
a
n
t
i
c
B
e
a
c
h
,
F
l
o
r
i
d
a
3
2
2
3
3
.
H
e
r
e
b
y
g
i
v
e
s
B
B
&
T
a
n
d
S
u
n
T
r
u
s
t
b
a
n
k
,
n
o
w
T
r
u
i
s
t
a
u
t
h
o
r
i
z
a
t
i
o
n
t
o
c
o
m
p
l
e
t
e
t
h
e
s
i
g
n
a
g
e
w
o
r
k
p
e
r
t
h
e
a
p
p
r
o
v
e
d
R
e
c
o
m
m
e
n
d
a
t
i
o
n
b
r
a
n
d
b
o
o
k
.
S
h
o
u
l
d
y
o
u
r
e
q
u
i
r
e
a
n
y
a
d
d
i
t
i
o
n
a
l
i
n
f
o
r
m
a
t
i
o
n
,
p
l
e
a
s
e
c
o
n
t
a
c
t
o
u
r
o
f
f
i
c
e
a
t
3
5
2
-
5
1
4
-
9
4
6
8
S
i
n
c
e
r
e
l
y
,
~
~
:
£
-
i
-
-
·
=
?
P
r
o
p
e
r
t
y
o
w
n
e
r
s
i
g
n
a
t
u
r
e
N
S
H
O
R
E
,
L
L
C
T
a
r
a
z
D
a
r
a
b
i
,
M
a
n
a
g
e
r
DESIGN CALCULATIONS
FOR
SUNTRUST
E01: SIGN CABINET
363 Atlantic Blvd – Atlantic Beach
Index:
Pg 1 Cover
Pg 2 Wind Loads
Pg 3 Anchor Design
PE # 67382
Easy Seals Cert Auth # 31124
Engineer's signature and seal valid
for pages 1 through 3
Nov 24 2020
Christian Langley
GENERAL NOTES:
1.Design is in accordance with the Florida Building Code 6th Edition (2017)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2.Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3.These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4.System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5.Where site conditions deviate from those noted herein, revisions may be
required or a separate site-specific engineering evaluation performed.
6.Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7.Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apellate fees resulting from deviation from this design.
1200 N Federal Hwy, #200
Boca Raton, FL 33432 Easy Seals .com Page 1
zf'-1 Easy 5~£!~
,,,,,
CALCULATIONS FOR WALL-MOUNTED SIGNS
ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V =170 mph Basic wind speed ASD Load Combo Coeff:0.6
Exposure C
Calculations
α =9.5 3-sec gust speed power law exponent Kd =0.85 Directionality factor
zg =900'Nominal ht. of atmos. boundary layer Kzt =1.0 Topographic factor
Gcpi =0 Internal pressure coeff
A =10 sq ft Tributary area
CENTER
(Zone 4)
CORNER
(Zone 5)Kh
=
Kz qz GC
p
(4
)
GC
p
(5
)
15 ft 35.2 psf 44.8 psf 0.85 53.4 -1.10 -1.40
20 ft 37.4 psf 47.6 psf 0.90 56.7 -1.10 -1.40
25 ft 39.2 psf 49.9 psf 0.95 59.4 -1.10 -1.40
30 ft 40.8 psf 51.9 psf 0.98 61.8 -1.10 -1.40
35 ft 42.1 psf 53.6 psf 1.01 63.8 -1.10 -1.40
40 ft 43.3 psf 55.1 psf 1.04 65.6 -1.10 -1.40
45 ft 44.4 psf 56.5 psf 1.07 67.3 -1.10 -1.40
50 ft 45.4 psf 57.8 psf 1.09 68.8 -1.10 -1.40
55 ft 46.3 psf 58.9 psf 1.12 70.2 -1.10 -1.40
60 ft 47.2 psf 60.0 psf 1.14 71.5 -1.10 -1.40
70 ft 39.9 psf 79.7 psf 1.17 73.8 -0.90 -1.80
80 ft 41.0 psf 82.0 psf 1.21 75.9 -0.90 -1.80
90 ft 42.0 psf 84.1 psf 1.24 77.8 -0.90 -1.80
100 ft 43.0 psf 86.0 psf 1.27 79.6 -0.90 -1.80
110 ft 43.8 psf 87.7 psf 1.29 81.2 -0.90 -1.80
120 ft 44.7 psf 89.3 psf 1.32 82.7 -0.90 -1.80
130 ft 45.4 psf 90.8 psf 1.34 84.1 -0.90 -1.80
140 ft 46.1 psf 92.3 psf 1.36 85.4 -0.90 -1.80
150 ft 46.8 psf 93.6 psf 1.38 86.7 -0.90 -1.80
175 ft 48.4 psf 96.7 psf 1.42 89.5 -0.90 -1.80
200 ft 49.7 psf 99.5 psf 1.46 92.1 -0.90 -1.80
250 ft 52.1 psf 104.2 psf 1.53 96.5 -0.90 -1.80
170 mph - Exp ''C''
WALL-MOUNTED SIGNS
SIGN
HEIGHT
ASD WIND PRESSURES
Page 2
CALCULATIONS FOR WALL-MOUNTED SIGNS
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:P =51.9 psf
Sign type:
Sign size:A =6.6 sqft (entire cabinet)
Wall material:(ASTM C90, 1,500 psi min)
Anchor type/size:
Ref:
Min Embedment:1"
Min edge dist:4"Min Spacing:4"
Anchor tensile capacity:Tcap =125.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction:Rt =341 lb … = P*A (entire cabinet)
No. of anchors req'd:n =2.7 total anchors … = Rt/cap
Total anchors required:3 total anchors balanced over cabinet
OK, typical anchor option shown. Limit to min (4) total.
Ref anchor schedule for other anchor options.
ITW Tapcon, catalog
Cabinet
Masonry
1/4" Tapcon
Page 3
DESIGN CALCULATIONS
FOR
SUNTRUST
E02: SIGN CABINET
363 Atlantic Blvd – Atlantic Beach
Index:
Pg 1 Cover
Pg 2 Wind Loads
Pg 3 Anchor Design
PE # 67382
Easy Seals Cert Auth # 31124
Engineer's signature and seal valid
for pages 1 through 3
Nov 24 2020
Christian Langley
GENERAL NOTES:
1.Design is in accordance with the Florida Building Code 6th Edition (2017)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2.Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3.These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4.System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5.Where site conditions deviate from those noted herein, revisions may be
required or a separate site-specific engineering evaluation performed.
6.Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7.Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apellate fees resulting from deviation from this design.
1200 N Federal Hwy, #200
Boca Raton, FL 33432 Easy Seals .com Page 1
zf'-1 Easy 5~£!~
,,,,,
CALCULATIONS FOR WALL-MOUNTED SIGNS
ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V =170 mph Basic wind speed ASD Load Combo Coeff:0.6
Exposure C
Calculations
α =9.5 3-sec gust speed power law exponent Kd =0.85 Directionality factor
zg =900'Nominal ht. of atmos. boundary layer Kzt =1.0 Topographic factor
Gcpi =0 Internal pressure coeff
A =10 sq ft Tributary area
CENTER
(Zone 4)
CORNER
(Zone 5)Kh
=
Kz qz GC
p
(4
)
GC
p
(5
)
15 ft 35.2 psf 44.8 psf 0.85 53.4 -1.10 -1.40
20 ft 37.4 psf 47.6 psf 0.90 56.7 -1.10 -1.40
25 ft 39.2 psf 49.9 psf 0.95 59.4 -1.10 -1.40
30 ft 40.8 psf 51.9 psf 0.98 61.8 -1.10 -1.40
35 ft 42.1 psf 53.6 psf 1.01 63.8 -1.10 -1.40
40 ft 43.3 psf 55.1 psf 1.04 65.6 -1.10 -1.40
45 ft 44.4 psf 56.5 psf 1.07 67.3 -1.10 -1.40
50 ft 45.4 psf 57.8 psf 1.09 68.8 -1.10 -1.40
55 ft 46.3 psf 58.9 psf 1.12 70.2 -1.10 -1.40
60 ft 47.2 psf 60.0 psf 1.14 71.5 -1.10 -1.40
70 ft 39.9 psf 79.7 psf 1.17 73.8 -0.90 -1.80
80 ft 41.0 psf 82.0 psf 1.21 75.9 -0.90 -1.80
90 ft 42.0 psf 84.1 psf 1.24 77.8 -0.90 -1.80
100 ft 43.0 psf 86.0 psf 1.27 79.6 -0.90 -1.80
110 ft 43.8 psf 87.7 psf 1.29 81.2 -0.90 -1.80
120 ft 44.7 psf 89.3 psf 1.32 82.7 -0.90 -1.80
130 ft 45.4 psf 90.8 psf 1.34 84.1 -0.90 -1.80
140 ft 46.1 psf 92.3 psf 1.36 85.4 -0.90 -1.80
150 ft 46.8 psf 93.6 psf 1.38 86.7 -0.90 -1.80
175 ft 48.4 psf 96.7 psf 1.42 89.5 -0.90 -1.80
200 ft 49.7 psf 99.5 psf 1.46 92.1 -0.90 -1.80
250 ft 52.1 psf 104.2 psf 1.53 96.5 -0.90 -1.80
170 mph - Exp ''C''
WALL-MOUNTED SIGNS
SIGN
HEIGHT
ASD WIND PRESSURES
Page 2
CALCULATIONS FOR WALL-MOUNTED SIGNS
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:P =51.9 psf
Sign type:
Sign size:A =35.7 sqft (entire cabinet)
Wall material:(ASTM C90, 1,500 psi min)
Anchor type/size:
Ref:
Min Embedment:1.5"
Min edge dist:12"Min Spacing:4.5"
Anchor tensile capacity:Tcap =295.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction:Rt =1854 lb … = P*A (entire cabinet)
No. of anchors req'd:n =6.3 total anchors … = Rt/cap
Total anchors required:7 total anchors balanced over cabinet
OK, typical anchor option shown. Limit to min (8) total.
Ref anchor schedule for other anchor options.
Powers Power-Bolt, catalog
Cabinet
Masonry
3/8" Expansion Anchor
Page 3
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.с
$/ +
прѷ 0./*( Ҋ
псѷ Ҋ
пр
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
R
O
R
F
E
SSIONA L E N G I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
SeS
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
F
LO R I D A
No. 67382
STATE OF
,,... AMERICAN / INTERSTATE
r f, SIGNCRAFTERS ,,1,~
BB&f I SUNTRusT
□ □ □ ........ , ____ _
""""------
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.т
пр
#*/*' 1 /$*) +$ /$*)
)/ ) *- ) - '*) +/
''0./- /$*)
/0 '$5$)"о -.+ /$1 $'' -4'$"#/'4-*(
( "
-*)/' 1 /$*)
' ѷрѿۙрѾҊпѿр хѵфх.,ѵ!/ѵ
хтѿ
рфѿ
рф
ѿ
рт
Ҋ
т
ҝ
у
ѿ
*+ *!*-&ѷ (*1 3$./$)".$")! ) $.+*. *Ȃ.$/ ѵ
/ ##*' . ) - ./*- 2 ''/* '$& Ҋ) 2 *) $/$*)ѵ
)0! /0- ) $)./ ''җрҘ$''0($) / .$") $) / ..#*2)ѵ
. $ *'*-ѷпптт ( - ) /0 4
-*+*. ,ѵ/ѵѷхѵфх.,ѵȅѵ
ѷ*)) //* 3$./$)" ' /-$ 'ѵ
''0($) / $) /$")Ҋ0./*( Ҋ
схҊсцҝтсѿрҝчѿ
уҊ
т
ҝ
у
ѿ
рпҊрҝчѿ
тҊ
т
ҝ
ч
ѿ
уҊ
р
ҝ
с
ѿ
сп
ѿ
фѿ
уч
ѿ
ру
Ѿ
Ҋ
у
ѿ
рфѾҊцѿ
хуѿ
хпѾҊпѿ0$' $)"
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
P
R
R
R
R
O
O
O
O
O
O
R
R
R
FFFFFF
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIIIIIIIIIIIIIIIIIIIIIIOOOOOOOOOOOOOOOOOOOOOOOOOONNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAA LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL E N G I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
SeS
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
FF
LLOOOOO RR III DDDDDDDDDD A
No. 67382
ATATTTEEEE OFOSTSTSTSTATATATATE EEE OOOOOOOOOOFOOOO
I I I
I BB&T I 1ill~ SUNThusT TI
~---'"-=--=--=-== ______________________________ ..
fh AMERICAN / INTERSTATE ,,,,~ SIGNCRAFTERS
BB&f I SUNTRUST
Action:
Sign Type:
Description:
Repair Action:
Signage Text:
Comments:
ELECTRICAL
REQUIREMENTS
QTY. TRANS. AMPS
TOTAL AMPS
CIRCUITS REQ'D __
VOLTS __
□ □ □
Approved:
Date:
Remove & Replace
Custom HEGS-IL
Internally illuminated cabinet sign with vinyl graphics.
Wall to be brought back to like new condition. This could include
cleaning the wall, filling the holes with color matched material, and/
or painting architectural break to break as needed.
BB&T SunTrust
~
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.у
прҊ+ $ޔ /$*).
''0($) / $) /$")Ҋ0./*( Ҋ
хтѿ
рфѿ
рф
ѿ
рт
Ҋ
т
ҝ
у
ѿ
схҊсцҝтсѿрҝчѿ
уҊ
т
ҝ
у
ѿ
рпҊрҝчѿ
тҊ
т
ҝ
ч
ѿ
уҊ
р
ҝ
с
ѿ
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
R
O
R
F
E
SSIONA L E NNNNNNNN GGG I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C C C C C C C C C C C C C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
Se
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
F
LO R I D A
No. 67382
STATE OF
I
BB-H LITTER5: (2) LAYER5 OF I 5t SURFACE 3M
#3G30-49 BURGUNDY VINYL (ALLOW 24HR5
BEFORE APPLYING 2nd LAYER OF VINYL)
SUN RAYS: I 5t SURFACE 3M #3G30-44 ORANGE VINYL
OVER 3M #3G30-75 MARIGOLD VINYL A5 REQ'D
SUNTRUST LITTER5: I 5t SURFACE
3M #3G30-I 37 EUROPEAN BLUE VINYL
TIJ§il
3/ I G" (. 177") #7328
WHITE HIGH IMPACT
MODIFIED ACRYLIC FACE
TI
FIR5T SURFACE APPLIED 3M
OPAQUE BLACK VINYL DIVIDER
MOUNTING LOCATION,
TYP. (2 REQ'D)
I 1/2"xl 1/2"xl/8" ALUM.
ANGLE STIFFENER 20 5/8"
LONG -WELD TO CABINET
SIGN CABINET ELEVATION $ MOUNTING LOCATIONS EXTRUSION ( I REQ'D)
G500°K WHITE 24V GE
r _l ~~ :
i= = = = = = = = =
TETRA MINIMAX #GEMM24G5-W I
(48 REQ'D)
GE 24V / 80W LED POWER SUPPLY
#GEPS24W-80 I
I !7G l/4"r
I TYP.
20 AMP DISCONNECT SWITCH
1= = =,= = = = = =
I T 0 :
ELECTRICAL OUT PROVISION
, ____________________________________________ ..L....L. ____________________________________________ J
LED LAYOUT ELEVATION
51GNCOMP #5 I 95 COVER SCREW @
24" O.C. MAX AROUND PERIMETER
SIGNCOMP #2055 I I /2" RETAINER
EXTRUSION
I /4"x I /4" ACRYLIC HANGER BAR, TOP
$ BOTTOM
3/ I G" (. I 77") #7328 WHITE HIGH
IMPACT MODIFIED ACRYLIC FACE
SIGNCOMP #5170 HINGE SCREW@
24" O.C. MAX @ TOP ONLY
51GNCOMP #5 I 80 CLOSURE SCREW @
I 8" O.C. MAX @ SIDES $ BOTTOM
,,, AMERICAN / INTERSTATE
SIGNCRAFTERS
DETAIL A
SIGNCOMP #202 I SINGLE FACE BODY
EXTRUSION
3/ I G" DIA. 5.5. RIVET @ I 5" O.C.
AROUND BACK PERIMETER, TYP.
NOTCH CABINET EXTRUSION
@ ANGLE, TYP.
.OG3" ALUM. BACK
I I /2"x I I /2"x I /8" ALUM.
ANGLE, TYP.
I /4" DIA. WEEP HOLE
WITH LIGHT SHIELD
\1lf~
BB&f I SUN'fRUST
TYPICAL SECTION
ELECTRICAL REQUIREMEITTS:
LEDs: (48) G500"K WHITE 24V GE TETRA MINIMAX #GEMM24G5-WI
POWER SUPPLY: (I) 24V / BOW GE #GEPS24W-<l0@ I .20A
TOTAL LOAD: I .20A @ I 20VAC
CIRCUITS: (I) 20 AMP REQUIRED
□ □ □
Approved:
Date:
KIT OF PART5 -IN5TALLATION:
(I) ILLUMINATED WALL 51GN
3. All 5upport member5 5hall be free
from defect5. Extruded aluminum
5hape5 5hall be GOG 1-TG alloy.
Aluminum 5heet 5hall be 3003-H I 4
alloy. Aluminum plate 5hall be
5052-H34 alloy.
4. Weld5 5hall be made u5ing 535G
filler for aluminum by per5on5 qualified
in accordance with AWS 5tandard5
within the pa5t two year5.
5. All fa5tener5 5hall be 5tainle55 5teel
or otherw15e coated to prevent
corro51on.
G. All wall penetration5 5hall be 5ealed
to prevent water intru51on.
7. The 5cope of th15 engineering doe5
not include on51te ob5ervat1on5.
8. Tru15t / Principle Group will not be
re5pon51ble for the 5afety on th15 JOb
51te before, during or after
in5tallat1on of th15 5tructure. It 15 the
re5pon51bi11ty of the owner5,
contractor5 and 1n5taller5 to en5ure
that the in5tallation and erection of
th15 5tructure 15 performed u5ing
method5 that are in full compliance
with OSHA regulation5.
9. Any dev1at1on from th15 de51gn or
from any part of th15 drawing,
including the General Note5, without
prior written con5ent from T ru15t /
Principle Group vo1d5 th15 drawing in
1t5 entirety.
ALL COLORS 4' FINl5HE5 5HALL BE VERIFIED TO
MATCH THE APPROVED 5TANDARD FOR THEIR
RE5PECTIVE BRAND PRIOR TO PRODUCTION
(4) WALL FA5TENER5 -lYPE PER THE 51TE
EXPO5ED FA5TENER HEAD5
5HALL BE FINl5HED TO MATCH
THE 5URROUNDING MATERIAL 5PECIFIC DE51GN REQUIREMENT5
~
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.ф
прҊ+ $ޔ /$*).
''0($) / $) /$")Ҋ0./*( Ҋ
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
P
P
P
P
P
P
P
P
P
P
R
R
R
R
R
R
R
R
R
R
R
R
O
O
O
O
O
O
O
O
O
O
O
O
O
R
F
E
SSSSSSSSSSSSSSSSSSSSSSSSSIIIOOOOOOOOOONNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAA LLLLL E N G I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
SeS
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
F
LO R I D A
No. 67382
ATTTTEETE OFTTATATATTTATASTSSSSSTATAATATTSSSSTATE OF
REF ANCHOR SCHEDULE
REF ANCHOR SCHEDULE
ANCHOR SCHEDULE **ALL FASTENERS SHALL BE SPACED EVENLY**
WALL MATERIAL ANCHOR TYPE
3/8" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE
3/8" TAPCONS (OR EQUIV) WITH 2.5" EMBED
3/8" EXPANSION ANCHORS WITH 3.5" EMBED
3/8" TOGGLE BOLTS
1/4" WOOD SCREWS, FULL EMBED
METAL STUDS / PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUM
HOLLOW WALL + BLOCKING 3/8" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND
1/2" PLYWOOD
(NO ACCESS BEHIND)
QTY or SPACING
CONCRETE (3ksi) or
HOLLOW MASONRY
MIN (6) TOTAL
MIN (4) TOTAL
MIN (4) TOTAL
MIN (4) TOTAL
MIN (4) TOTAL
MIN (4) TOTAL
MIN (4) TOTAL
EXAMPLE INSTALLATION SECTION
@ FRAMED WALL
,,., AMERICAN / INTERSTATE
SIGNCRAFTERS
~
EXAMPLE INSTALLATION SECTION
@ BRICK WALL
\1lf~
BB&f I SUN'fRUST
THE INSTALLATION DETAILS SHOWN
ON THIS SHEET ARE FOR ILLUSTRATIVE
PURPOSES ONLY. A TECHNICAL SURVEY
OF THE BUILDING ¢ THE ATTACHMENT
DESIGN BY A COMPETENT
PROFESSIONAL ENGINEER SHOULD BE
CONDUCTED FOR SITE SPECIFIC USAGE.
EXTERIOR FINISH~
r --~;· ..
I
I
I
I
~ WALL STUD @
I I G" o.c. TYP.
L
I
_______ _J
I /2" DIA. PIPE SPACER
FROM BACK OF ANGLE TO
FACE OF BLOCKING TYP.
EXAMPLE INSTALLATION DETAIL
@ FRAMED WALL
BRICK EXTERIOR~
r----~---------7
1
I
I
I
I
I
I
I
I
I
I
L_
•.:-••':, · .... :•····
·: •. ·. ~ ·.
EXAMPLE INSTALLATION DETAIL
@ BRICK WALL
□ □ □
Approved:
Date,
I
WALL SHEATHING
I
WALL STUD@
I I G" o.c. TYP.
I
I
I
I
__ _J
~
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.х
пс
#*/*' 1 /$*) +$ /$*)
)/ ) *- ) - '*) +/
''0./- /$*)
/0 '$5$)"о -.+ /$1 $'' -4'$"#/'4-*(
( "
-*)/' 1 /$*)
' ѷтҝуѿۙрѾҊпѿр тфѵцт.,ѵ!/ѵ
руцѿ
тфѿ
тф
ѿ
тс
ѿ
*+ *!*-&ѷ (*1 3$./$)".$")! ) $.+*. *Ȃ.$/ ѵ
/ ##*' . ) - ./*- 2 ''/* '$& Ҋ) 2 *) $/$*)ѵ
)0! /0- ) $)./ ''җрҘ$''0($) / .$") $) / ..#*2)ѵ
. $ *'*-ѷцппф0- #$/
-*+*. ,ѵ/ѵѷтфѵцт.,ѵȅѵ
ѷ*)) //* 3$./$)" ' /-$ 'ѵ
''0($) / $) /$")Ҋ Ҋ
пр
фшҊтҝчѿрҝуѿ
рр
ѿ
стҊрҝсѿ
тх
ѿ
рс
Ѿ
Ҋ
у
ѿ
хфѾҊпѿ0$' $)"
цѾҊхѿ
уѾ
Ҋ
п
ѿ
цѾ
Ҋ
у
ѿ
рчѾҊхѿ ''
цҊ
ц
ҝ
ч
ѿ
рп
Ҋ
р
р
ҝ
р
х
ѿ
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
P
P
P
R
R
R
R
R
R
R
R
R
O
O
O
O
O
R
FFFF
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIIIIIIIIIIIIIIOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL E N G I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
SeS
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
FFFFF
LLLLLLLOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO RRRRRRRRRRRR II DDDDDDDD A
No. 67382
TATTTTTEEE OFOSTSTSTSTATATTATAATAE EEE OOOOOOOOOOOOOFOOO
ST TI
,,,., AMERICAN / INTERST/lfE \1lf~ SIGNCRAFTERS
~ BB&f I SuN'fRUST
Action:
Sign Type:
Description:
Repair Action:
Signage Text:
Comments:
ELECTRICAL
REQUIREMENTS
Remove & Replace
HEGS-IL01
Internally illuminated cabinet sign with vinyl graphics.
Wall to be brought back to like new condition. This could include
cleaning the wall, filling the holes with color matched material, and/
or painting architectural break to break as needed.
BB&T SunTrust
QTY. TRANS. AMPS
TOTAL AMPS
CIRCUITS REQ'D __
VOLTS __
□ □ □ _,
Dn< ~
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.ц
псҊ+ $ޔ /$*).
''0($) / $) /$")Ҋ Ҋ
пр
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
R
O
R
F
E
SSIONA L E NNNNNNNNN GG I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
Se
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
F
LO R I D A
No. 67382No. 67382No. 67382333888666...ooo 222777NNN88oo66No 6738
STATE OF
BBH LETTERS: (2) LAYERS OF I st SURFACE 3M
#3G30-49 BURGUNDY VINYL (ALLOW 24HR5
BEFORE APPLYING 2nd LAYER OF VINYL)
5UN RAYS: I st SURFACE 3M #3G30-44 ORANGE VINYL
OVER 3M #3G30-75 MARIGOLD VINYL A5 REQ'D
5UNTRU5T LETTERS: I st SURFACE
3M #3G30-I 37 EUROPEAN BLUE VINYL
,__ _______ -+-------------I 2'-3"---~~---+----------------t
I '-7 l/2"--i---+--3'-0"-----i-----3'-0"---+--i---+---3'-0"-----i--
3/ I G" (. I 77") #7328
WHITE HIGH IMPACT
MODIFIED ACRYLIC FACE
I l/2"xl l/2"xl/8"ALUM.
ANGLE STIFFENER 3 I 5/8"
LONG -WELD TO CABINET
EXTRUSION (4 REQ'D)
FIR.ST SURFACE APPLIED 3M
OPAQUE BLACK VINYL DIVIDER
SIGN CABINET ELEVATION $ MOUNTING LOCATIONS MOUNTING LOCATION, TYPICAL
TYP. (8 REQ'D) SECTION
,__ __ 4_1-/2-,,-----------------12'-3"---------------------~
.:i,::-am-am-am~ --:nam
amllam amllam
II 11~~~
=11= amllam
jJ-:__ ___ _:lJ_:
G500°K WHITE 24V GE
TETRA MINIMAX #GEMM24G5-W I
(9G REQ'D)
GE 24V I BOW LED POWER SUPPLY
#GEP524W-80
20 AMP DISCONNECT SWITCH
ELECTRICAL OUT PROVISION
LED LAYOUT ELEVATION
51GNCOMP #5 I 95 COVER SCREW @
24" 0.C. MAX AROUND PERIMETER
51GNCOMP #2055 I I /2" RETAINER
EXTRUSION
I /4"x I /4" ACRYLIC HANGER BAR, TOP
$ BOTTOM
3/1 G" (.177") #7328 WHITE HIGH
IMPACT MODIFIED ACRYLIC FACE
51GNCOMP #5 170 HINGE SCREW @
24" O.C. MAX @ TOP ONLY
51GNCOMP #5 180 CLOSURE SCREW @
18" 0.C. MAX @ 51DE5 $ BOTTOM
,,, AMERICAN / INTERSTATE
SIGNCRAFTERS
51GNCOMP #202 I SINGLE FACE BODY
EXTRUSION
3/ I G" DIA. 5.5. RIVET @ I 5" O.C.
AROUND BACK PERIMETER, TYP.
NOTCH CABINET EXTRUSION
@ ANGLE, TYP.
.OG3" ALUM. BACK
I I /2"x I I /2"x I /8" ALUM.
ANGLE, TYP.
l..::::=::::::::'.:::::r:::i;::=::;;;;;;;;;;~ __ , /4" DIA. WEEP HOLE
DETAIL A WITH LIGHT SHIELD
\1lf~
BB&f I SUN'fRUST
ELECTRICAL REQUIREMENTS:
LEDs: (9G) G500°K WHITE 24V GE TETRA MINIMAX #GEMM24G5-W I
POWER SUPPLY: (I) 24V I BOW GE #GEP524W-80 @ I .20A
TOTAL LOAD: I .20A@ I 20VAC
CIRCUITS: (I) 20 AMP REQUIRED
□ □ □
Approved:
Date:
KIT OF PARTS -INSTALLATION:
(I) ILLUMINATED WALL SIGN
3. All support members shall be free
from defects. Extruded aluminum
shapes shall be GOG 1-TG alloy.
Aluminum sheet shall be 3003-H 14
alloy. Aluminum plate shall be
5052-H34 alloy.
4. Welds shall be made using 535G
filler for aluminum by persons qualified
1n accordance with AW5 standards
within the past two years.
5. All fasteners shall be stainless steel
or otherwise coated to prevent
corrosion .
G. All wall penetrations shall be sealed
to prevent water 1ntrus1on.
7. The scope of this engineering does
not include ons1te observations.
8. Tru1st / Principle Group will not be
responsible for the safety on this JOb
site before, during or after
installation of this structure. It 15 the
respons1bil1ty of the owners,
contractors and installers to ensure
that the installation and erection of
this structure 15 performed using
methods that are in full compliance
with OSHA regulations.
9. Any dev1at1on from this design or
from any part of this drawing,
including the General Notes, without
prior written consent from T ru1st /
Principle Group voids this drawing in
its entirety.
ALL COLORS $ FINl5HE5 SHALL BE VERIFIED TO
MATCH THE APPROVED STANDARD FOR THEIR
RESPECTIVE BRAND PRIOR TO PRODUCTION
METAL PAINT FINISH TO HAVE THE FOLLOWING:
SHEEN= I 0%-1 5% ON G0° GL055 METER
(4) WALL FASTENERS -TYPE PER THE SITE
SPECIFIC DESIGN REQUIREMENTS
EXPOSED FASTENER HEADS
SHALL BE FINISHED TO MATC
THE SURROUNDING MATERIAL
~
ртп*(( - * Ѷ*4)/*) #
ттусхҞҗфхрҘфуцҊтцхп
( -$ ).$") - !/ -.ѵ *(
тхт/' )/$ *0' 1 - Ѷ/' )/$ #
тсстт
ррѵстѵсп
ҿ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
рпѵтѵрцҊ
цсфшр
цсфшрҔ-$) $+ 'Ҕ/' )/$ #Ѷ
ҔррҊстҊспѵ -
ҙ
Қҟҟ-$) $+ 'ҟцсфшрҔ/' )/$ #Ѷ
++-*1
++-*1 .*/
1$. о .0 ($/
ҝ
ѵ
Ѷ
Ѷ
ҝ
ѵ
рутп#0- #/- /Ѷ*# ($ ррцрхҞҗхтрҘсцтҊучпп
$//(/(&75,&$/&20321(176$5(72%(8//,67('$1'
$33529('$63(57+(1(&
$//%$//$6775$16)250(56(/(&7521,&32:(56833/,(6$1'
&/$6632:(56285&(672&203/<:,7+1(&
$//35,0$5<:,5,1*72%(7+:1$63(51(&
*5281',1* %21',1*$63(51(&
,167$//$7,21:,//&203/<:,7+$//2)7+(5(48,5(0(176
2)7+(1(& )%&(&
6,*16:,//%(&21752//('%<$3+272&(//25
$6752120,&$/7,0(&/2&.ч
псҊ+ $ޔ /$*).
''0($) / $) /$")Ҋ Ҋ
пр
t%FTJHOJTJOBDDPSEBODFXJUIUIFSFRVJSFNFOUTPGUIFFla Bldg Code 6th Ed (2017)GPSVTFXJUIJOPVUTJEFUIF)JHI7FMPDJUZ)VSSJDBOF;POF )7);
t5IJTFOHJOFFSJOHDFSUJöFTPOMZUIFTUSVDUVSBMJOUFHSJUZPGUIPTFTZTUFNT
DPNQPOFOUT
BOEPSPUIFSDPOTUSVDUJPOFYQMJDJUMZTQFDJöFEIFSFJOt&MFDUSJDBMOPUFT
EFUBJMT
TQFDJöDBUJPOTBSFQSPWJEFECZBOEBSFUIFTPMFSFTQPOTJCJMJUZPGUIFFMFDUSJDBMDPOUSBDUPS/PFMFDUSJDBMSFWJFXIBTCFFOQFSGPSNFEBOEOPDFSUJöDBUJPOPGTVDIJTJOUFOEFEt4USVDUVSBMEFTJHONFFUTSFRVJSFNFOUTPG"$*
"*4$
"%.
/%4
BTBQQMJDBCMFt4UFFMDPNQPOFOUTTIBMMCFDPBUFE
QBJOUFE
PSPUIFSXJTFQSPUFDUFEBHBJOTUDPSSPTJPOQFS'#$4FDt"MVNDPNQPOFOUTJODPOUBDUXJUITUFFMPSFNCFEEFEJODPODSFUFTIBMMCFQBJOUFEPSQSPUFDUFEBTQSFTDSJCFEJO"%. B
PSQMBTUJDOFPQSFOFTQBDFSTQSPWJEFEt"MMFYQPTFEGBTUFOFSTTIBMMCF44PSIBWFBQSPUFDUJWFDPBUJOHGPSDPSSPTJPOQSPUFDUJPOt"MMXFMEJOHTIBMMDPNQMZXJUI"84SFRVJSFNFOUTt4UFFMXFMET&YYFMFDUSPEFTt"MVNJOVNXFMETöMMFSBMMPZt"MVNFYUSVTJPOT5PSTUSPOHFS
6/0
General
Notes:
12
0
0
N
F
e
d
e
r
a
l
H
w
y
,
#
2
0
0
Bo
c
a
R
a
t
o
n
,
F
L
3
3
4
3
2
1-
8
8
8
-
3
7
1
-
3
1
1
3
Ch
r
i
s
t
i
a
n
L
a
n
g
l
e
y
Fl
o
r
i
d
a
P
E
#
6
7
3
8
2
Ce
r
t
o
f
A
u
t
h
#
31
1
2
4
ENGINEER’S
SIGNATURE
Easy
Seals
easyseals.com
AS
C
E
7
-
1
0
WI
N
D
L
O
A
D
S
:
t
4
J
H
O
)
F
J
H
I
U
G
U
N
B
Y
t
,
[
U
,
E
(
8B
M
M
D
P
N
Q
P
O
F
O
U
T
D
M
B
E
E
J
O
H
t
;
P
O
F
±
2
8
.
2
p
s
f
t
;
P
O
F
±
3
5
.
9
p
s
f
t
3
J
T
L
$
B
U
F
H
P
S
Z
4
U
S
V
D
U
t
"
4
%
-
P
B
E
$
P
F
G
G
t
7
N
Q
I
t
&
Y
Q
P
T
V
S
F
h
%
h
NOV
24
2020
E
y
SIG
N
GN
GINN
02020
44
V
s.colsc
eaeaSe
EaEaE
P
R
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
R
FFFFFFFF
EEEEEE
SSSSSSSSSSSSSSSSSSSSSSIIONA L E N G I N EENNNNENNNNNE
E 22EEE2
E NN
22EN
2
N
2
R NONORORNRNON
C H R I S T I A N LAN
G EE
LL
EE
LSLL
E
E
E
E
SS
easyeasy
E
E
E
S
easy
E
SeS
easy
Y
Y
yseyse
Y
Y
asys
Y
Y
yseLICENS
E
FFFFFFF
LLLLLLO R I D A
No. 67382
STATE OF
REF ANCHOR SCHEDULE
REF ANCHOR SCHEDULE
ANCHOR SCHEDULE **ALL FASTENERS SHALL BE SPACED EVENLY**
WALL MATERIAL ANCHOR TYPE
3/8" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE
3/8" TAPCONS (OR EQUIV) WITH 2.5" EMBED
3/8" EXPANSION ANCHORS WITH 3.5" EMBED
3/8" TOGGLE BOLTS
1/4" WOOD SCREWS, FULL EMBED
METAL STUDS / PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR 0.090" ALUM
HOLLOW WALL + BLOCKING 3/8" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND
1/2" PLYWOOD
(NO ACCESS BEHIND)
QTY or SPACING
CONCRETE (3ksi) or
HOLLOW MASONRY
MIN (18) TOTAL
MIN (10) TOTAL
MIN (8) TOTAL
MIN (12) TOTAL
MIN (18) TOTAL
MIN (14) TOTAL
MIN (8) TOTAL
EXAMPLE INSTALLATION SECTION
@ FRAMED WALL
,,, AMERICAN / INTERSTATE
SIGNCRAFTERS
EXAMPLE INSTALLATION SECTION
@ BRICK WALL
\1lf~
BB&f I SUN'fRUST
EXTERIOR FINISH~
i --Jl~ ·.· ..
I
I
I
I
~WALLSTUD@
I I G" o.c. TYP.
L
I
_______ _J
I /2" DIA. PIPE SPACER
FROM BACK OF ANGLE TO
FACE OF BLOCKING TYP.
EXAMPLE INSTALLATION DETAIL
@ FRAMED WALL
BRICK EXTERIOR~
THE INSTALLATION DETAILS SHOWN
ON THIS SHEET ARE FOR. ILLUSTRATIVE
PUR.FOSES ONLY. A TECHNICAL SUR.VEY
OF THE BUILDING$ THE ATTACHMENT
DESIGN BY A COMPETENT
PROFESSIONAL ENGINEER. SHOULD BE
CONDUCTED FOR. SITE SPECIFIC USAGE.
,----~---
1
I
I
I
I
I
I
I
I
I
I
L_
I I /2" MINIMUM
EMBEDMENT
EXAMPLE INSTALLATION DETAIL
@ BRICK WALL
□ □ □
Approved:
Date,
I
WALL SHEATHING
I
WALL STUD@
I I G" o.c. TYP.
I
I
I
I
__ _J
HILTI SLEEVE ANCHOR. SYSTEM (OR. EQUAL)
SHALL BE INSTALLED IN STRICT ACCOR.DANCE
WITH THE MANUFACTURER'S SPECIFICATIONS
t RECOMMENDATIONS
~